The URL can be used to link to this page

1966-02-07Meridian City Hall February 7. 1966. eetin called to rd �ouncilmen resent: W D o Others Grant L. Ambrose. John Orvi Child. le Vincent Gene D. Hiner. -present:- Jack S rubar Semner Johnso so present were representatives of construction com n b' d Minutes of previous meeting read and a roved. The hour of 8:00 P.M. arri ed pe. ounci . W. Brixxs. �.,fack itrubar_re resent n the—Engineers, Johnson. Under fler., Idaho onstruction Company . & J .._peciaity Construction Company Construction Com(Low Bidder) ,456. ;,292—a 2 J'atkins J.M. Hess Construction Company Construction Com ,355. 0 T e Motion was made by W. D. Skive and seconded bv Marvin a - e City accept the low bid the Spec altConstruction Compgny Ln the amount Of S6,Z92.60 -of for the placinx of setwer lines under LID # 1 Motion passed, Skiver. Ye • Ellis Yea; Navarro-, Yeap Bodi a Yea Ordinance Number 152 was read by the Mayor, entitled. N ORDINANCE DISTRICT AUTHORIZING THE NO. 1 FOR MERIDIAN ISSUANCE IDAH 0 PR INTERIM WARRANTS AGAINST CRIBING THE FORM OF SAID W LOCAL 3EPROVEMENT NTAf ROVID N CON NG FOR THE PAYMENT OF ECTION THEREWITH AND THE ECLA RINCI ING A AL AND INTEREST T EMERGENCY. F; P ESCRI TNG DE'T'AILS Tie motion was made by Keith Ellis and seconded by John avar o thatthe es End provi.sions of 50-- d all rules that ordinances be r ad on three different gis be dispensed th a d that Ordinance Number 152. be tassed and approved and go into effect Upon d after its passage, proofland public4tion. Motion passed. Skiver,, yea; Ellis, yea;Bodine,e • Navarro yea. The Myers place up for probate andlihong been a source of unke t discussion is now owned by Stephen Kuegler R # 2 oise Idaho. This PrDpertr still has Lot be lganet. M ., This a ea IaLown am Lot 16 1 & 1$ o' the_ M.Anderson Addition, will have the house removed b the Wilson house movers in the 4ext week r so that clean up can continue. T Mayor, Don M. Storey announced that he had attendedist meeting at 5:00 . M. this date to d scuss the Library roblem with the Occident C ub li ran board. tv 2. Meridian City Hall r7 , mace The letter presented to him b t e Comm ttee concerning redoimendations laced with these minutes. recommLindo -to -the Counddl -fn-v- xz _ Nancy Rage mal r the A ra-sed lannual budget, from S90.00 to 6100, per m,)ni-.h- - Pi _ =a- o_be . a -pe for -issue- of c ade a Students ults - d High school Vbr} rlen`t-3--of-Meridian_ W 1 G 250 for a E!4es for issue ade andHigh School 1.00 for a ults;d nts Tilis to be put into effect is Ey is to increase the fundp . mediatly, and as the cards expire. to the Library from the General fund in the of 0 in addition to!the 1 �il levy now in force TLe City--AttorneyCity--Attorney stat d the t the pard fee was questionable in relation to a u rted library,however if contest was made he would stand on the the assumption books. hat e card registration was what was involved and not the use of The fee for those outside o Meridian seemed to Mr. Ambrose Ao be lityfule T e Motion was made by W. D Skiver and seconded by Jo i Navarro, that the Cityapprove the recommendations made by the Mayor and the 0 cide t Club Library-___ Committee, as listed above and i the s6porting Letter, for the ensuing budget ear oi 1966. -- Motion Passed. Skier. - ea• Bodineyea; Biva ea• E11is re e - T The e Ma or eLcplained and pre ented he Budget estimate and cost o er tions o the Council for their study, nd a oval. The Mayor stated that there should be plans made by the Fire Commissioner and th Fire Chief to carry out correctLve measures concerniug the interest ^' and of the volunteer firemen r and efficient overatiOn. within the Fire De tment for its mooth The Mayor suSgested the following a increases under the Salary Item. Works 3uperintendant from 20.to 120.04• Assistant Works u 't$4 .00 to 44 .00• City Clerk 360oo.oc to 66540.001 Treasurer and 0ffi a Cler Stuart 640 6240 00• Seni r Pa rolma `.I" Meridian City hal] 7 1 ori . Patr 1 an Luke t $4500.00 toS4920.00P Helen ker,$2700.00 to 288 00 Common Labor 1 year and continuous personel, $1 40 r hour to S1.50 pgr elected offic* Is t ME -in the same, 1. per our_, all othe •r�onell Salaries serve ent 22,000.00 4 11,000.00 2,00 _ Miscellaneous &K Waterworks Mintehance Waterworks Ckpito2 Power and- Pumpin Sewer Maintenance City Park 6,500.00 21000.00 Street Maint nano Street Li ht 18,892.00 0.00 Street Oilin Fire De tm nt 7,897.00 00 Library Recreation 19625.00 3.296.00 The Coincil a-pprn-yed the pre -sent of the Budget_ tion of the Biidget by tb"lyora 31, oo.00 d then proceeded TTatter e Mayor- then--rR 6-olution RESO UTION AUTHORIZING PUBLICATION FOR AL - P1 RPOLSEL FOR THE GI OF MERIDIkN. AN ESTIMATE OF EXPEN ES ADA COUNTY, IDAHO, FOR HE FISCAL YEAR BEGINNING TIE LST DAY OF JANUARY, 19669 AND tNDINC PRIOR PASSAGE OF THE A AL APPROPRIATION BILL. The motion was made by Marvin Bodine and seconded by W. D. S ver t2at he budget proposals be acceptedand thap all rules and provisions of 50_ 004 and all les requiring that resolutions be read on three different day s be did eased th a d that resolution # 36 be passed and approved, and that no ice of I publichearing be set for March , 1966 at 8:00 P.M. read: m A( MA -.i (Iirmr C'ittr Nal l VM,k..21n_gr rT intit, ..0 ual ;� 1.72 NO ISA PURPOSE ITND All ' 25 1-13 66 Norman Fuller G(neral 347.85 2 1-21-66 Black Cat San &Gavel G(neral 900.00 2 1-31-66 Meridian Auxi liar Pol ce 2 1-31-66 Don . Storey Mayor G nera 1. 184.10 2 1-31-66 Keith Ellis ou c i lma 3 1-31 John R. Navarro Councilman neral 47.90 3 1-31-66 66 Wa ne D. Skiv r C - ry n R. Bodine Cou cilman neral 23.95 3 1-31 66 Orville R. Vincent Wor s yEugene-L-.-16-Q, Asst. Works Sup't. 287.52 IG 3 1-31 66 Herald J. Cox Cit Clerk - erald J. Cog Municiple Judge 22.00 3 1-31 66 Gene D. Hiner Pot ce Chief -3 Char es R. Star# Pat olman 321.26 3 1�-31 66 Donald E. Iuk ha r Pat olman ra -Oral S. Coleman Cit Treas-Office Gal 215.07 41 1-31-66 Helen Ryker Cle k -T ist G e - ran rose Cit Attorne* G nera 88.30 43 1-31-66 Roger Welker Fir Chief F e - Nancy age Lib arian L bran 76.64 4 1-31-66 Dean Foster ene al 1 0.25 Water 77,C0 21,7,25 40 -,J.-,b0 Everett L. SalfsbLr*Laborer General 84-42 Water 33.60 118.02 4 1-31-66 Capitol Office a hines G 71.2-18 40 - i y or ra at!General 10-87 Water 11.0b 21.93 49 Gibson -Welker For Sales, Inc. G nera, 36.70 51 -� 1-,l r an ews :.m 66 City of Boise s G nera 196. 1.5 G ne r 117-00 1~31 R. 66 ShawSurgica l Co. W ter 8.20 G e rai .315 1Vid 5 1-31 er o nso 66 Mountain Stat s Telephone et finer -Engineer Gen. 101. Genera' 1.00 78 Fire 2 57 1-31-66 00 Storey Feed &-S`eed-Uo-,- Boise -Ada Disposal Co. G nera 4.07 G 5 1-31 owne 66 City. of Merid an Tra h Haul G nera 133.56 6 1-31-66 r re qui Albert Fuhrma ment Co. Fre 15.45 6 1-31-66 o Bodine Oil Co,. s, nc. G nera 60.00 121.18 6 1-31-66 intermountain as Aetna Life Ins. C o. . en. 57.31 Fire 42. ,)0 10021 • -�283-50 y b 1-31-66 - n y Epalth Idaho Power Co.en. Dept t.Genera 800.51 Water 113-C7 500.00 Fj-A ` 6 1-31-66 e uPP Waterworks Eq ip. Co. Co. W ter 4.80 7 1-31 State as 66 Industrial Ai Products IronPipe Co. Co, W ter 13.44 20 7 31 1-31-66 66 WilkI1118 ac sm Mountain Stat's Telepho h__op a Co. Gen W ter 6, 00 29-40 206,32 � 7 1~31 a u g 66 Meridian Lumber & Coal 0 nera 57.00 -- -- sn er ons 7 1-31 ng 66 Arden's Comm scat nera 1.75 j 7 1~31-66 Earl's Auto P its 24-95 re 50.40 8 1-31-66 3 ell ry c Meridian Hardware o. Gq inera • 18.90 8 1-31- Kalbus ce Supp 6 Ada County Re orae y W ter nera .9 14..18 8 1"31- ideal s Plia 6 Cunningham Eq ip. ce ra 7.20 G nera 23 2 o ..0 ual ;� 1.72 e i r _' - _� _ r �, I -� � - �, e r � `; �• _� � - a i � � - t s w e _ - 1 _ .. . - _. r r v � ,� . - � - - _ e - • � ° � ' � � � .. a ` . + � - _ A ' e C . � - . ' � � e 9 __ i ♦ .. � � � , ' • - w � - • _ _ � _ S _� _ r �, Ir r � 4 _., `. --' _ — . � `; �• _� , .. � f t � � - t t 1 _ .. . - _. r r L1 Meridian City Hall U Februery 7. 1966 fNO D E PURPOSE FUND AM' T 1-31-36 Meridian Drug Center General 4-57 - 31- 6 The SaIt LaRe 6 Cope Auto Repair rdware Co. te neral13.86 6.88 9 11-31- o ss- a is 6 Idaho State E osaCo. ectr cal oard G nera nera 51.90 82. - Security Lile a AcnldenlCo. en. 193 Fire 7.50 201.31 Notion was made by John Nava ro and seconded b7 Ma vin Eodine that The b lls as read, be allows otion passed; Sk ver, yea; Ellis, yea; Bodin B, y a; Navarro, yea. m T Chief,Roger Welker�stated that the Dobaron Im + c emen ui UCLA i v . Com ny is ed by George Brooks, who operates the Cho Cho n Nama. This �ot is to be cleared up. It is located at Meridian and CottoKwood avenu . The Fi a Chief also stated that the Cit4 should start to consider he chase of _ it new cIr more modern fire enkine hair t e resent G.M.C. — S hn Navarro re rtedt tness s had testified to thata ri -pulled into he coin operated gas stati at ast Ist and Idaho Avenue th a ei ar tte in his outh•of out and proceeded to for himself some gasoline another Passenger of out and welLt around to ithe place from the coin operated gasp ine was um ' where )eing pumped and proceeded th take out ncigarette and lit it up while the gas as be4'ng pumped. No attendant w s an here in sight, and was appaLrent1.1, not on ut . ordinances are not very is no the purpose of the Council strong in these matters. to put this The Mayor stated that our present M ruin Bodine stated that it lace cut of business, but be fel that corrective measures should 1,o fire codes and safety measures. be taken to keep from getting into trouble in relation The Council should not be caught in a positioi of n t having taken positive action, if a ire s ouldensue or someone get hxrt at some later time. It was pointed out by the Council,, that their desire waa to make thi.s a safe perat oh. J hn Navarro and Marvin Bodine wer4 instructed by the Mayor t§ investigate regulations that could be put into force to make standards of safe proce dare and racti es in hanklding all class fuels of a certain high octane flash int. M4rvin Bodine mentioned the condit4on of the property fcrmerlT owned by rs Bi Lawson on Bast Idaho Avenue, XKX which was 51 East Id ho, an apartment hick ave Koop was to tear down. Mr K op's health has failed and he is unable to om lete his project. It was pointed rstood that a young fellow out by the fire chief, has taken this over and will Roger Welke3', that e and havD it taken down n the near future. pied y the Wayne Skiver asked about the ownership status of the Land occ Old Se er plant, and is adjacent o the Roy Wood property. Yr Wood in i terested n thi land. The Mayor, 4pointed Mr Skiver to investiga a thi land ownership Meridian City Hall ? February 7, 1966. t report back to the C unci It was thouscht that the City wne the city owned sewer plant iad been located there for -4Q years or more._gLnd some ears ince its removal has bhen thouRh1t to have belonged to the City. Grant Ambrose had stated that Mr. �reytaghad been in to see him co cernin the do roblem of Don Pa a at East Bro dwa . The City has own of this problem, and ha repeatedly contacted Mr. Page tD keep these promises from containing litter. It has been diffic It to keep t up to a standard that would sakisfy Mr. Freytag, it was pointed out The Cit ll do all it can in this matter. Th sale of a parcel of land in thelCity Park was discussed. The City Attorney pointed out that this could be sold only 1 roov d of o further use or benefit to the City, nd then could be sold on Iresented. d se led bid method. Motion was made by Margin Bodine aid -seconded by W. D. Skive that the City refuse the sale of any part of the City Park. Motion passed. Skiver, ea; El is,yea; Navarro, yea Bodine, Ye i. Ther -e being no other business t!o -ome before the council, te meetLag stood i 1A Ak' Attest: v or i Clerk - p _A ORDINANCE NO. 152 AN ORDINANCE AUTHORIZING THE ISSUANCE OF INTERIM WARRANTS AGAINST LOCAL IMPROVEMENT DISTRICT NO. 1 FOR MERIDIAN, IDAHO; PRESCRIBING THE FORM OF SAID WARRANTS; PROVIDI ING FOR THE PAYMENT OF THE PRINCIPAL AND.INTEREST THEREOF; PRESCRIBING DETAILS IN CONNECTION THEREWITH AND DECLARING AN EMERGENCY. WHEREAS, the City of Meridian in the County of Ada and State of Idaho, on Sep- tember 13, 1965, adopted a resolution declaring the intention of the City Council of the City of Meridian, Idaho, to construct sanitary sewers, with the necessary man- holes and appurtenances, along certain public sewer easements and in parts of certain streets within said City and to create Local Improvement District No. 1 for Meridian, Idaho, and caused publication of notice of intention to construct sanitary sewers, with the necessary manholes and appurtenances, and to create said district, as re- quired by law; and WHEREAS, a protest meeting to consider protests against said improvements or the creation of said Local Improvement District No. 1 for Meridian, Idaho, was held = as required by law on October 4, 1965, at eight o'clock P.M., in the City Hall of " the City of Meridian; and WHEREAS, certain protests were filed with the City Clerk prior to said.protest_ meeting and certain persons appeared before said City Council to protest against said improvements or the creation of said Local Improvement District No. 1 for Meridian, Idaho; and WHEREAS, said protests were not made by the owners of more than two-thirds of the abutting, adjoining, contiguous and adjacent lots and lands within said proposed improvement district; and WHEREAS, the Mayor and Council of said City considered said protests severally, and after due consideration thereof, severally denied and disallowed said protests; and WHEREAS, the City Council of the City of Meridian, Idaho, by Ordinance No. 150, passed November 1, 1965, has created Local Improvement District No. 1 for Meridian, Idaho, for the purpose of constructing sanitary sewers with the necessary manholes and appurtenances along certain public sewer easements and in parts of certain streets located within said Local Improvement District; and WHEREAS, said City Council has provided for assessing the costs against the lots and parcels of land in said improvement district; and WHEREAS, said City Council has duly let the construction contract in the manner provided by law; and WHEREAS, said contractor is prepared to initiate construction in said Local Improvement District; and WHEREAS, the City Council of said City of Meridian has determined and does hereby determine to issue and sell installment improvement bonds to be hereafter issued by said City to pay for said improvements and construction; and WHEREAS, said Council has determined and does hereby determine to issue an in- terim warrant or warrants against said District payable to said contractor, or other proper person, upon estimates of the City Engineer, which warrants, together with the interest due thereon at the date of the issue of said bonds, shall be redeemed and retired from the proceeds of the sale of such bonds. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND COUNCIL OF THE CITY OF MERIDIAN, IDAHO.- Section DAHO: Section 1. The City Council of the City of Meridian, Idaho, does hereby author- ize the City Treasurer to issue interim warrant or interim warrants against Local Improvement District No. 1 for Meridian, Idaho, payable to the said contractor, or other proper person, upon estimates of the City Engineer, bearing interest at the rate of 6% per centum per annum from date until paid, which warrant or warrants shall be approved by the Mayor and City Clerk of said City of Meridian. Section 2. Said warrant or warrants, together with the interest due thereon from the date of issue of said warrant or warrants until paid, shall be redeemed and retired in numerical order from the proceeds of the sale of said installment improve- ment bonds. Section 3. Each warrant shall be issued pursuant to the laws of the State of Idaho and of the City of Meridian, Idaho, and each warrant, together with all other interim warrants theretofore issued against said Local Improvement District No. 1 for Meridian "daho, shall not exceed 90 per centum (90%) of the value of the work done foi ,.he said District based on estimates of the City gineer of the City of Meridian, Idaho, made on or before the date of issuing said warrant. Section 4. Each warrant shall be registered in the office of the City Treasurer and any transfer thereof must likewise be registered in said office. Section 5. Said warrant or warrants shall be in substantially the following form:. "INTE:RIM WARRANT City of Meridian, Idaho Office of the City Clerk The Treasurer of No. The City of Meridian $ Interest S Total $ Meridian, Idaho 19 The City Treasurer of Meridian, Idaho, an or about the thirtieth day after the effective date of the sale of the Installment Improvement Bonds payable from Special Assessments for the costs and expenses of the improvements in Local Improvement District No, for Meridian, Idaho, will, upon call by said City, pay to ,or order, the sum of DOLLARS ($ , together with interest thereon at the rate of per centum ( %) per annum from date until paid. This warrant and the interests thereon shall be redeemed and retired from the proceeds of sale of said Installment Improvement Bonds. This warrant is issued pursuant to the laws of the State of Idaho and of the City of Meridian, Idaho, and this warrant, together with all other interim warrants theretofore issued against said Local Improvement District No. for Meridian, Idaho, does not exceed per centum ( %)of the value of the work done for said District based on estimates of the City Engineer of the City of Meridian, Idaho, made on or before the date of issuing said warrant. This warrant is .registered in the office of the City Treasurer and any transfer thereof must likewise be registered in said office, and may be transferred by registered assignment only. Tie holder of this warrant shall have no claim against the City of Meridian, Idaho, in any event, except to the extent of the funds created and received by as aforesaid and to the extent of the Local Improvement Guarantee Fund- e'reated by,the City of Meridian, Idaho. = r Dated this day of 196_, and duly registered by Theldi , Treasurer of the City of Meridian, Idahoand numbered By Order of the City Council,;_, - -. City Treasurer -_ APPROVED: Mayor City Clerk (Seal) FORM OF ASSIGNMENT ON BACK OF WARRANT: "The within and foregoing interim warrant No. , issued in Local Improve- ment District N. for Meridian, Idaho, is hereby sold, assigned, transferred and set over unto or order, subject to the terms and conditions of said warrant. Dated this day of 196 . Owner W ,;)�7 The within awn foregoing assignment of warrant No. issue in bpcal Improvement District No. for Meridian, Idaho, has been duly -registered in the name of the above assignee this day of , 19 City Treasurer UL Section 6. That the officers of the City be, and they hereby are, authorized and directed to take all action necessary or appropriate to effectuate the provisions of this ordinance. Section 7. All by-laws, resolutions and ordinances, or parts of by-laws, reso- lutions and ordinances, in conflict with this ordinance, are hereby repealed. Section 8. That should the courts of this or any other state or of the United States declare any section, provisions, paragraph, clause, sentence, phrase or part thereof of this ordinance invalid, unauthorized or unconstitutional or in conflict with any other section, provision, paragraph, clause, sentence, phrase or part there- of of this ordinance, then such decision shall affect only the section, provision, paragraph, clause, sentence, phrase or part thereof declared to be unconstitutional, unauthorized or invalid; and shall not affect any other part whatsoever of this ordinance. The Mayor, and the City Council of the City.of Meridian, Idaho, hereby declare that they would have passed this ordinance, and each section, provision, paragraph, clause, sentence or phrase hereof irrespective of the fact that any one or more of the sections, provision, parggraphs, clauaes, sentences or phrases or parts thereof be declared invalid, unauthorized or unconstitutional. Section 9. That by reason of the fact that certain areas within the City of Meridian need local improvements, it is hereby declared that an emergency existst that this ordinance is necessary to the immediate preservation of the public peace, health and safety, and that it shall be in full force and effect from and after its passage, -approval and publication as provided by law. PASSED by the City Council of the City of Meridian, Idaho, this ?thday of February , 1966 APPROVED By the Mayor of the City of Meridian, Idaho, this ?th day of February, 1966. APPROVED: Mayor Cleric To the Mayor and Members of Meri_Zian City Council: Pursuant to the telephone re ;west of `payor, Storey to the president of the Occident Club, in regad to the a -AitW al finds requested for the library, the liarary board met last Satvrday-even- inq and mikes the following suo6estions: 1. that the library be opened an addi-tio lal half day each week. This would be an Increase of four hours eachweek. 2. That the liorarianfs salary be increased Prom $60.00 per M nth to;;p 9L.,00 per month, is an incre�_se of 1120.00 p -r yea'. /to 3. That an allowance of 100.00 per year ve made for extra help as needed. 4. 'Qat 4320.00 Oe allowed for the purchase of books, supplies and miscellaneous expense. TTese items m; ke a total of 000.00 in &Vltion to the regular levy which the liorary has been receiv`n,. Tie following ire the charges proposed for library cards: For resUer_ts of the neridian Library Hs =rict, a service ch. r,e for the i. seance of cards as follows: `-"-'. .15 to youths of lhal�j school SGe 5'7v .25 to adults. For users of the library who reside outside the bovndries of the Cit; of Meridian, the followinG: .50 to youths ooh school awe 1.U0 to adults. The ForeSoi.ng ,:'.chedule to oe put into Farce as the present liorery cards expire. Respectfully submi tt =d, _ A _- -. U_.. ' , 'J SecrQtary RESOLUTION NO. 1 �. A RESOLUTION AUTHORIZING PUBLICATION OF AN ESTIMATE OF EXPENSES FOR ALL PURPOSES FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, FOR THE FISCAL YEAR BEGINNING THE lst DAY OF JANUARY, 1966, AND ENDING THE 31st DAY OF DECEMBER, 1966, AND GIVING NOTICE OF PUBLIC HEARING PRIOR TO PASSAGE OF THE ANNUAL APPROPRIATION BILL. BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO: - Section 1. That the following classified estimate of the probable amount of money necessary to be raised for all purposes in the City of Meridian, Ada County, Idaho, for the fiscal year beginning the 1st day of January, 1966, and ending the 31st day of December, 1966, be published in the Meridian News -Times, a weekly newspaper published in the City of Meridian, for two publications beginning with the issue of February 10, 1966, and that Notice of Public Hearing on said estimate and probable levy required to raise said sum be published therewith. Section 2. That a statement of the entire revenue of the City of Meridian for the previous fiscal year is as follows: - Taxes ...........................................$ 46,905.07 Sundry Sources .................................. 43,992.50 Water Works .................................... 29 905.80 Total ..................$ 120,803.37 Section 3. That the probable amount necessary for all purposes for the City of Meridian for the said fiscal year ending December 31, 1966, is as follows: - Waterworks Capitol Improvement ..................$ 11,000._00 Salaries........................................$ Q4, 00 Miscellaneous & Reserve.... ..................... ..2 ,2, WaterWorks Maintenance ......................... 46 000- do Power& Pumping ................................. 00a C SewerMaintenance ............................... _ tr�aa,OG CityPark ....................................... Street Maintenance .............................. /k.•�(q, i,U StreetLights ................................... StreetOiling ................................... "7. ')v Fire Department ................................. ��,-��_•v Library......................................... Recreation ...................................... : a;�L_ - Total .................. $f_-3�i� V Section 4. That the assessed valuation of the said City of Meridian for the year 1966 is approximately the sum of $13588,391.00. Section 5. Notice is hereby given that the estimated expenses and appropriations therefor as herein set forth will require a levy for general reserve and municipal purposes for the City of Meridian WHR08S40� ATTORNEYS AND COUNSELORS 926 EAST FIRST MERIDIAN. IDAHO LL[PFIONE 888-4487 of not to exceed 30 mills on the dollar and in compliance with Section 50-1102 Idaho Code, the Mayor and the City Council will hold a public hearing on March 7th, 1966 at 8:00 P.M., at which time any person interested may appear and protest such proposed estimate and levy prior to passage of an annual appropriation bill. Passed by the City Council and approved by the Mayor of the City of Meridian, this 7th day of February, 1966. ATTEST: City erk W BROSE� ATTORNEYS AND COUNSELORS 920 EAST FIRST MERIDIAN. IDAHO ELEPNONE $88-4461 APPROVED: yor NOTICE OF TIME TO FILE OBJECTIONS TO ASSESSMENT ROLL OF LOCAL IMPROVEMENT DISTRICT NO. 1 FOR THE CITY OF MERIDIAN. NOTICE IS HEREBY GIVEN That the Assessment Roll of Local Improvement District No. I for the City of Meridian, Idaho, was filed in the Office of the City Clerk at the City Hall, 728 Meridian Street, Meridian, Idaho, on the 1st day of April, 1966. The City Council of the City of Meridian will meet to hear objections to said Assessment Roll at the City Hall in the City of Meridian, at the above address, on the lith day of April, 1966, at 7:30 o'clock P.M. Property owners shown on the Assessment Roll, or owners of any property which is assessed in the Assessment Roll, may within ten days after the publication hereof file their objections in writing to said Assessment Roll with the undersigned City Clerk. This notice is given and published pursuant to Idaho Code Section 50-2916. Dated this _ day of April, 1966. ity Clerk LJ in is TOM A, CLARENCE A. PLANTING CLERK OF THE DISTRICT COURT E% -OFFICIO AUDITOR AND RECORDER City of Meridian, Herald Cox, Clerk, _Meridian, Idaho. CDURT HOUSE April 1, 1966 COUNTY OF ADA BCIISE, IDAHO This is to cercity that the following is an abstract of all bonds, securities and trust receipts for securities deposited on behalf of the City of Meridian, a dejositing unit, held in my custody as of this date, the first da.v of April, 1966: THE IDAHO FIRST NATI . NAL BKi il' , Meridian, Idaho: Trust Receipt No. 906 C, dated April 16, 19621, ,Morgan Guaranty 'frust Co. of New York, trustee bank. Securities: Substitute Certificate No. 1266 C, dated Feby 25, 1963, Morgan Guaranty Trust Co. of New York, trustee ban::; U. S. Trz-.as. Bond 3 3/4!,, due 8/15/68 $ 100,000.00 (Maximum deposit 590,000.00) Ada County Auditor Received copy this day of April, 1966. A'GQA r Y•TIl L D L3 J T JIIVJ.. TUUOL' iVJ 1J �rf.Tu�t1 iD rAy�'± f;r�.t�'tJM 30 Vt' ,xo,• is 1 til 3eds nb sl 4n:h-7>,;Io7ax+z o1 ebfT ; nL'T7 br-, T 'xlpd,.TYS 10 t t rnju n�;t.g:,.fay.,ab a t ',3 ibiY,M Yo ;)a'* 9;i: 20 It sd a , :i'ial::so �9b :UVF'.E t11-10 IJ 14.il ?3'112 _aF7-" <.�E' -PbO O A:-. �i)F)J',�,::i '�Sii ii}:. t3d3ri :n -,,.t--- a[*�..ib•_a?!' ��,:� ..iE!4{",Ti'A:", 't'c�Z'ri r��. !!-.i .... t•�bQi "i f mqA FJ9: Gb ' -:1[X, ..itVi 14i.90.Sq jwlal 04,181f,lu t:Lrby 3o .oma _AAItid t(J.rTal41k ass t'lem t _:a9 s 7S; .a: ,.ter!' .%. .�, .:grf sF�,-r r•:.,` ,: •.tiT :_)�: 3o .:;. feu: 0( .(IwOtKf l Mia-ri di nn ri tv Hal 1 Mn rch 10- 1 Q( -A K S eci 1 meeting called to a der the Mayor, Don M. 6tore . Councilmen resent: W. D. Skiver, Keith Ellis Marvin Bodine, Jolm Navarro. Others present: John Child SUMILer Jo son Jack Stoubor, Orvi114 Vincent, Wallace Hiatt, Bil Socht Marvin Lots i ch. Sumner Johnson suggested t t certain guide lines and basis show d be established in orde to arrive at a charge to make for eac of the property owners involved in LID#1 sewe cons ruction. for other,consideration as the FlighwLy Department rep— This matter was laid aside rese tativ s came in at this tim , to discu s lighting of the interceptor to US 80 N from Meridian out past the Dairy Show grow ds. it will cost 56.75 per month per lamp 49000L and approximately 8 lamps would be required. This will be at the cost of the City o ri Meridian as the Highway Department will be unab a to jarticipate other than to help A h the planning, painting of divider strip and �furn shing of signs to notify of cross walk approach. en up agaix Divisions and seferal divisions of Percentage discussed The c sts in the LID was to of osts were TeT.1tative, 1st 2nd V5 3rd 8.59 22.1 Bowling Alley 19.00 3.2 3.2 2.8 Henson 2.8 Banks - 3.3 2.3 7.751 2.101 -3-2.1 Coryell 1.8 DeWaard 2.10 6.50 18.7 Meridian 22.7 Meridian e c socia DairyjShow Orounds on 12 The City Engineer is to study this matter further and compar with land measurements for the and percentage of use and benefit to come up with a final assessment roll proposed assessment roll hearing. MotiO was made by W. D. SkLver and se onded by Marvin Bodine thar the City Clerk be litho ized to make the necessary arranjementa for the hearing after the assessments are propof ed. Navarro, yea; Bodine, yea; Skive Motion passed: Ellis, yea; , ye . K Nw� APPROVED: u Meridian City Hall March 7, 1966 M D Storey. gounCj men pre S K E1 • J Navarro' Gene Hiner. Mary Ln Bodine, Hunte - esent: Grant Ambrase. OrvilleVincent, 11. r ead a droved vT or reported that e holse at West Broadway has been removed from the p—?re- --mises and the shed and outbuildings al 3o torn down and completely removed at 1.18 West roadway. at the West wou d like to own this property end of Broadway where as it is ad- Mr. Skiver also reported concerni4&_the,property _ the old sewer was located. Mr. Roy Wood acen to his land and at one time was a rt of the original land deal Grant Ambrose, the C ty Attorney, stated that this land could be considered as of no 1 nger any use to he City. roadwa Avenue could be retained and the balance put up for sealed bids. The letter is encluded with theselminut s from Mr. Wood requ sting this and, was made by Marvin Bodine Ond seconded by X. D. Skive Motion that�West right Broadway be of way, and extended from the present dead a d, at least 60' width for a road westward to the City limits. The i bala ce of the land which was the old sewer plant area to be decla ed surplus and be pr senteh for sale by sealed bids at a pu lic opening. Notion passed: Skiver, yea; Ellis, yea Bodine, yea, Navarro, yea. he Gregory Subdivision, Unit #1, was discussed. Mr. Gregory had ven a lot which e owied in the Welker Subdivision for a roa way to connect the two subdivisions. lett4r was written to inform Mr. Gregory that the street from and will be improved as scion Apri 16 to April 23rd. all West 8th will be - extended to ram ets u west 7th along West Carltoa der way._ as the oiling pro - for -start rtd 24th Annual spring clean up wqs set Sunday. pick up will was made by W. D. Skive 1 16th through April trash to be out by clean p week ire —April 24th 4n Motion set f r A r by City crews April 25th. sea nded by John Navarro that a.i � ..i Mft "^ , r7 109A otion t passed: Skiver, yea• Ellis, ea Bodine, yea; Navarro, yea special meeting was set for Thursd�l"larch 10, 1966. ofl,canvasing for a new census rowth can b ing more revenue . r discussed the adv'sabil�ty Census 1960. Additional H"heCi as thelast Clerk was instructed to'Lake the necessary steps to carry out a census. The construction of sewer lines, s bid at the last Council meeti * is completed. Motion was made by W. D. Skiver acid secgnded by Marvin Bodine thatla payment of $6162.40 be approved with loo/o beld 4ck as a retainer and that a payor LI nt of $5,546.16 1 co struction e made at his time to the Specialty Constniction Company under the id, lotion passed: Skiver, lea; Elli , yea Bodine, yea; Navarro, yea e City Clerk was,requested to contact the Highway Department, Mr. Basil or State lane ng Engineer, or Mr. Bill S cht to meet with the Council to discuss alo the lighting pro - ram along he interstate south o# the inter change from Cottonwood g Eas 18t. Street outh otion was made by W. D. Skilver a d seconded by Keith Ellis ihat t e plan as pro- posed for i crease of lighting, under the Street Lighting Agreement witq the Idaho power Company, be approved: 7 OL 2500 L Incande-sant- Location 1 8th Street at West pine Ave. Carlton 1 _ 8th S reet at West Raymond Ave. l -- 1- — 8th S reet at or near Grange Building - East th Street.at East Carlton S E w ve. Ave _ - 1 East th Street at East Carlton S E W ve. A West th Street at west Idaho A — Notion passed all yeat Skiver, yea; E1 is, yea; Navarro, yea; Bodine, yea, 4.04 V M #153 was read by M N ORDINANCE MAKING AN APPROPRIATION OF MONEY FOR ALL THE NECESSARY EXPENSES AND LIABIL- ITIES AY OF OF THE, JANU CITY OF MERIDIAN, ADA RY AND ENDING COUNTY, THE T11IRTYJIRST I AHO, FOR THE FISCAL YEAR DAY OF DECEMBER COMMENCING THE FIRST THIS ORDINANCE _ SING KNOWN AS THE ANNUAL APPROPRIATION BILL AND DECLARING AN EMERGENCY. Motion was made by Keith Ell's DI-X04 and all V.?110002 an V-Sax li�-ivmap- seconded +'k by Marvin Bodine t-orAinanteig be read that the rules and pro- I" on dolva be dijrosed with and that O d andl d go into rr_ d Bodineyea; Navarra. veal. Skiver, yea;iElii�,ea #154 was read bv t1he Ma or entitled: N OR)INANC4 LEVYING AN ANNUAL T UPO ALL TAXABLE PROPERTY WITHIN THE CORPORATE IMITS AY 0 OF THE JANUARY, CITY OF MERIDIAN, 1966, AND ENDING A 0 E T Y, IRTY D , 0 E A IRST DAY OF DECEMBER, 3-g66 OF TWENTY MILLS N THE F OILING DOLLAR AND FOR GENE ALNi L MAINTAINING STREETS,, OF SES WO MI OF FIVE ILLS On T= LS ON THE DOLLAR FOR DOLLkR THE PURPOSE FGR717=�SE OF MAIN_ AINI NG A G A MUNICIPAL FREE DEPARTMENT, UBLIC LIBRARY, OF TWC MILL ON THE DOLLAR FOR THE PUR OSE UP - PROVIDING RE- EA ILE 0 AL RROGRAMS, CERTIFIED A COPY OF THIS OR NANC WITH DIRECTIM THE COUNTY TAX COLLECTOR TIM AND GIT THE COUNTY lotion OF A , . was made by W. D. Sk�v-er f 50-2004 anal ru azid es re seec'pnded u ra.n by Marvin Bodine i -at--o--i-r nances a that the ntles an e eren� rovi ons ea o ys a dis eftse an rdinance , as read, be passe nd approvedand be in effec.�-rom and after its proof pu ca on an a copy be certLfied to the County ecor er y the City Clerk. lotion passe : Skiver, yea, Ellis, yea a fine, yea; flavarrc, yea. I e Street oiling programwas along Carlton from is nfi usse y john Navarro and the Go ancil. The roadway to $ h Street needs to be settled as it will take conoideral,le amount of the street oiling monies date to finish this. as to the degree and The natter of curbing n this area must be settled at a later amount of participation y Mr. Gregory in this program, It wa noted is being that he has given the considered for tkis lot to the City. T'he ro dway to the Oppel Harveste year's budget study. r _.- - .' .. _. a }.a . •.. Ma-^! A4 a71 ri tv Aal l 4 Marr+li 7 _ l QAA n f East 2nd from Broadway o Rai road was discussed. It was oin ed out that —thistreet area is railroad property ind no a public roadway. More study m' ht be heeded here before going ahead with any progiam. chares for those arvin Bodine discussed the dvis bilit of individual registration Mrticipating in the summer City prog4min relation to those in the c4y limits as supporting he program through tax pa aent and those outside the limits who do not support his ro r _by taxation. hydrant out to Oppel Harvester from the larger water line is neces ary to extend n Taylor A enue on out to their buildings. if this is extended it seemed advisable to feeds extend atihe 6" si a even though it comes fr m a 4" line off Meridian Street which from two directions. kiver explained that . D. a spe ial eInstruction easement ermit has been received from the Highway Department to construct a private sewer line to the tworest rooms on each end of the spectator area and to lay in the highway right of way a ong the east side f the inte change to U.S. 80 North al ng Ea t 1st Street for the Meridian Athletic ssoc ation This does not involve the City in any costs now or later s it s a working easement. Bills 4ere read: VOW. "HER DATE Meridian Auxillary Keith Ellis john R, Navarro Wayne D. Skiver Orville R. Vincent Herald J. Cox Herald is C ---Muni Gene D. Hiner Donald E. Lukehart Co Helen G. Ryker Grant r ase Roger Welker PU SE FUD AMOUNT General 86.40 184.1a Gene al 40.40 ene Gene al 64.85 General 71.85 General 449.25 Ge a al _ -- — Gene al 522.00 -G-en e Ll19.48 Genep�al 4$1.09 eal General 362.88 neral 231-52 General 195.14 . 32_ neral88.3-0-- Fire'I 16.45 9' R-28-64 -28-66 "Q ci -28-6 98 -28-6 �5 1 -28-6 A� l0 -28-6 101 -28-6 10 -28-6 Q cf 10 -2$-6 2 Police Coun Coun Work City Poli Patr Clers-Typi Eire ilman ilman Supt t - Clerk i pal Judge a Chief loran -.- t - - Chief L. T I u ORDINANCE NO. 153 AN ORDINANCE MAKING AN APPROPRIATION OF MONEY.F"OR ALL THE NECESSARY EXPENSES AND LIABILITIES OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, FOR THE FISCAL YEAR COM- MENCING THE FIRST DAY OF JANUARY, 1966, AND ENDING THE THIRTY*FIRST DAY OF DECEM- BER, 1966, THIS ORDINANCE BEING KNOWN AS THE ANNUAL APPROPRIATION BILL, AND DE- CLARING AN EMERGENCY. BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN, ADA, COUNTY, IDAHO: - SECTION 1: That the following sums of money, or so much thereof as may be necessary, are hereby appropriated out of any money in the City Treasury of the City of Meridian, Ade County, Idaho, not otherwise appropriated, for the purpose of defraying any and all necessary expenses and liabilities for the said City of Meridian to be incurred for general municipal purposes for the fiscal year com- mencing the 1st day of January, 1966, and ending the 31st day of December, 1966, said purposes being as follows, to -wit: Salarie8...............................429900.00 Miscellaneous & 22,000.00 Water Works Maintepance ............................... 41000.00 Water Works, Capitol Improvement ...................... 11,000.00 Power & Pumping ........ *00 ............................ 29000.00 Sewer Maintenance ..................................... 6,500.00 City Park... ... ........ 2,0000-00 Street Maintenance.060.0...............41.............. 18,892.00 Street Lights ......... ..0410 ........................... 5,900.00-_' Street oiling ..... .... 0 ......... &&so .................. 7,897.00 5 Fire Department......................41................ 31390.00 ? s, Library.................0000.41.41...................... 1,625.00 Recreation...,....0.0..410041........... ,4141 ............. 3,296.00 z,a1 7_ota1...4141.........S131.400.a0 SECTION 2:- The amount of money derived from funds or sources created by law for the specified purposes in this Ordinance provided is hereby appropriated for such purposes and no other. SECTION 3:i The City Clerk of the City of Meridian is hereby authorized upon presentation of proper vouchers approved by the Mayor and City Council of the said City of Meridian, as provided by law, to draw his warrant on the funds above stated and against the appropriations as made is the preceding sections of this Ordinance, in favor of the parties entitled thereto. SECTION 4:. That this Ordinance be, and the same is hereby designated as "THE ANNUAL APPROPRIATION BILL OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, FOR THE FISCAL YEAR OF 1966% SECTION 5:. WHEREAS, there is an emergency therefor, which emergency is declared to exist, this Ordinance shall take effect and be in force from and after its passage, approval and publication as required by law. Passed by the City Council and approved by the Mayor of the City of Meridian, Ada County, Idaho, this 7th day of March, 1966. ATTEST. __ APPROVED: MAYOR cT ' _'®�7 d—V__ ORDIANCE NO. 124 AN ORDINANCE LEVYING AN ANNUAL TAX UPON ALL THE TAXABLE PROPERTY WITHIN THE COR- PORATE LIMITS OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, FOR THE FISCAL YEAR BEGINNING THE FIRST DAY OF JANUARY, 1965, AND ENDING THE THIRTY-FIRST DAY OF DEC- EMBER, 1966, OF TWENTY MILLS ON THE DOLLAR FOR GENERAL MUNICIPAL PURPOSES, OF FIVE MILLS ON THE DOLLAR FOR THE PURPOSE OF OILING AND MAINTAINING STREET, OF TWO MILLS ON THE DOLLAR FOR THE PURPOSE OF MAINTAINING A MUNICIPAL FIRE DEPARTMENT, OF ONE MILL ON THE DOLLAR FOR THE PURPOSE OF SUPPORTING A FREE PUBLIC LIBRARY, OF TWO MILLS ON THE DOLLAR FOR THE PURPOSE OF PROVIDING RECREATIONAL PROGRAMS, ALL WITHIN THE SAID CITY OF MERIDIAN; DIRECTING THE CITY CLERK TO FILE A CERTIFIED COPY OF THIS ORDINANCE WITH THE COUNTY TAX COLLECTOR AND THE COUNTY AUDITOR OF ADA COUNTY, IDAHO; AND DECLARING AN EMERGENCY. BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO; - SECTION 1. That there be, and there is hereby levied upon all the taxable property within the corporate limits of the City of Meridian, Ada County, Idaho, which is taxable by law for State, County, and Municipal purposes, the following annual taxes for the purpose of raising revenue to defray the necessary expenses and liabilities -to be incurred.in the City of MeridiEkn, Ada County, Idaho, for the fiscal year commencing on.January 1,.1966,and ending December 31, 1966, for the following purposes, to -wit: 1. An annual tax of Twenty Mills on the Dollar for general municipal pur- poses of the said City of Meridian. 2. An annual tax of Five Mills on the Dollar for the purpose of oiling and maintaining streets. 3. An annual tax of Two Mills on the Dollar for the purpose of maintaining a Municipal Fire Department. 4. An annual tax of One Mill on the Dollar for the purpose of maintaining a Free Public Library. 5. An annual tax of Two Mills on the Dollar for the purpose of providing for and regulating recreational programs. SECTION 2. That a certified copy of this ordinance shall be by the City Clerk of the said City of Meridian, certified to the County Tax Collector and to the County Auditor of Ada County, Idaho. SECTION 3. WHEREAS, there is an emergency therefor, which emergency is hereby declared to exist, this Ordinance shall take effect and be in force and effect from and after its passage, approval and publication as required by law. Passed by the City Council and approved by the Mayor of the City of Meridian, Ada County, Idaho, this 7th day of March, 1966. APPROVED: ATTEST: February 28, 1966. Gorge Gregory 2, Boise, Llaho. TO ':''HW4 IT MAY CONCERN: Dear Sir: The %yor, Don =,1. »torey 1.as requested that this letter be written, which states thpt `'eat Carlton Avenue is to be continued eastward and connected from "eat 8th street to ,-est 7th street in the 1-alker Subdivision through lot 101, at the expense of the City of 'I'a?ldian as per a prior agreement with �;&. Gregory, This street is to be oiled curb to curb according to pity and County specificatiorA with a street width of 60 feet property line to property line, t:ork to be soeomplished in and during the 1966 oiling and improvement program, or as soon thereafter as fessable. For the Mayor end Counoil Sincerely yours Tierald J. Cox City Clark .Mf l tag rgeuv al s �S t .O,dsz.l s 9c loE --TIP leer 26*1e1 etc * $*dt W ae rpex ami gesDe-,, X 1100 'gojW, f)f!T 06 vd 81ONAWWA o,� as •std 'if) eaaer,xt ed.1 .y"ae4;) .tea 1191w Oa Arl3bveo�5e dna 04 dwjs bailo et as a2 4*02*e MIA ' sal 06 Flo 051W "4n*e a dt1w Vw c--) bli o Ulu at Ned a llgr f oea dad ct xtae lF end j •g*soqc xq of aas l jiv7q ae -10 Oftinpm smcrevftw kT fl RAI! to oalpf ads -3nlTn5 boil . a1deeea3 as ewe i fit+, ar fee YQvzt ed 3 P rrx No q� t►�r®tti" CLARFNCE A. PLANTING CLERK OF TIE DISTRICT COURT Ex•OFFICIO AUDITOR AND RIBCQRDER COURT HDU8E FEBRUARY 18, 1966 CERTIFICATE OF ASSESSED VALUATION FOR THE YEAR 1965 State of Idaho ) County Of Ada ) COUNTY OF ADA BOISE, IDAHO Pursuant to the Provisions of Section 63-919 of Idaho Code, I hereby certify that the Assessed Valuation of CITY OF r:ERIDIAN for the year 1965 as shown by the files and records in my office is: '1938f;9099. In Witness Whereof I have, hereunto set my Hand and seal this 18th day of February, 1966. YCLARENCE A. PLANTING Auditor, Ada County, Idaho MY CIUMN', Wir Of Mer 14 inn, I 'D lent! nen, It is :0 1. , --t . , I n, February 9, 1966 Specialty Construction Co. 1020 Lander Street raise. Usho 83703 Ott 1 *man t VW Rot Local Impr,:wwWnt District No, 1, Sewer Extension project City of Meridian, Idaho Pursuant to contract documents and cited provisions thereof, you are notified to proceed with the work covered by the elsove+refrren ed contract. The date of February 14, 1965, will be the effective date from which com- pletion time will be commuted. Specialty Construction Co. also agrees to :snaaence work on or before the date February {4, 1966, and to fully _ 3oza�stQLe tho project within i calendarar days �f the effective data stated above. The fire of Johnson, Underkofler $ Briggs, Consulting Engimmrs,, will serve as the City Of Meridian's representa;.ive in matters pertaining to the construction under this project. A cknWl edgeent ate Y�� truly, rgnacure )f Akt Mayor City of Meridian 4re o Recap ant a r r � s e�ia, 3�r�• gwjj*f jobAkj € A f FOXES NOW ,.orfrnm I now 4 3 oop . 43 11 3nvul Q61 on '.4(A7 " .�� .,.,�f��,, ;�C; nom; Z_i1'Jir�� >>�i#� flionn AwAlowor *01 vd adz vd qIV tot voundal W 11&0 *dT 4Ii*a sa#: rtotssTc; 07 $1051, woo W WOO P1e'•t j7wjjP 2 x1ful'504. bile r tit.t+ �E s' lilt! a: } ; �•� � , w!r4iti ,E i tot #h: 1mg 10 ,e ; ; ti 041 s s *v'Ws I t&1 log - � :' / �• ._tel irr�. !hh�kilK3►r U N LOCAL IMPROVEMENT DISTRICT NO. 1 CITY OF MERIDIAN AOA COUNTY MMERIDIAN, IDA',I�O :EWER EXTENSION PROJECT 1965 PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS I w�0 N w N 16 o 0 F L yy! STRP�� THE ENSINEER: JOHNSON, U"DERKOFLER & BRIGGS Consulting Engineers 1022 Twelfth Avenue South Nampa, Idaho 83651 Telephone: 456-232; or 898-2321 Area Code 208 V THE OWNER: DON M. STOREY, Mayor City of Meridian HERALD J. COX, City Clerk City of Meridian Set No. l4 L. ,OCA'- 1APROVE,M NT DI3TRIt-, y0, L SEWER EXTENSION+' PROJECT CITY OF MERIDIAN MERIDIAN. ID'; -40 LTABL= OF CONTE'JS r — L.. Advertisement for Bids ---------------------------------------- 2. InTormation for Bidders --------------------------------------- Proposal------------------------------------------------------ -- _ - _----Proposal Proposal- Schedule of Items and Prices -------------------- 4. and Equipment Questionnaire ------------------------------- 5. Proposal Bond ------------------------------------------ ---- 15 6. Contract Agreement ----------------------- 16 " 7. Performance Bond ----- ----------------------------------------- 18 S. Payment Bond -------------------------------------------------- 19 9. General Conditions of Contract - Section I -------------------- 10. Idaho State Department of 'Labor - Prevailing Wage Rate Schedule--------------------------------------------------- qr ., 11. Special Provisions - Section 2 -------------------------------- 40 Section 2.01. Description and Scope of Work ---------------- 40 Section 2.02. Time for Beginning and Completion of Contract ------------------------------------ 40 Section 2.03. Rights of Way ------------------------------- 40 Section 2.04. ? yes and Grades ---------------------------- 40 Section 2.05. Water and Power -------------- 41 Section 2.06. Disposal: of Surplus Material ---------------- 41 Section 2.07, Unforeseen Difficulties ---------------------- 41 Section 2.08. Information Regarding Existing Facilities_--- 4i Section 2.09. Const -action on State Highway Right of Way �- Section 2.10. Ragmen -------------------------------- 42 Section 2.11. Testing Materials --------------------------- 42 Section 2.12. State and Federal Inspec_i�q Agencies ------- 42 Sect:on 2.13. Safety Precautions -------------------------- 42 Sect;on 2.14. Employment of Idaho Residents and Prevailinc Waae Schedule ----------- '-------------------- 43 Section 2.35. Source and Cost of Materials ---------------- 43 s r 6— r.. ft— LWA 1 Table of Contents, continued >4 "ace Nc. 11. Special Provisions - Section 2, continued Section 2.16. insurance ----------------------------------- 43 .Section'_.17. Perfo-mance and Payment Bonds --------------- 44 Section 2.#8. Maintenance and Guarantee -------------------- 44 Section 2.19. Suspension of Payments ---------------------- L, Section: 2.20. Partial payments ---------------------------- 45 Section 2.2i. Acceptance and Final 7,ayment ---------------- 45 Section 2.22. Measurement and Payment --------------------- 45 12. Special Specifications --------------------------------------- 47 Section 3.01. General ----------------------- -- - - - - - - - - - - -- 4 Section 3.02. Sewer Lines ---------------------------------- 52 Section ?.03. Manholes ------------------------------------ 60 section 3.04. Sewer Service connections -------------------- 63 Section 3.05. Street Surface Repair ----------------------- 64 Section 3.05. Cleanouts----------------------------------- 65 13. Drawings Sanitary Sewer Extension for City of Meridian-Dwg. No. 651217-ol Sewer System Detail Drawing-Dwg. No. 651217-02 >4 i L L L :.00.A! : y..71ROVEhENT DISTRICT NO. 1 SEWER EXTENSION PROJECT CITY OF MERIDIAN! MERIDIAN. IDAHO DVERTISEt`L,NT FOR BIDS Separate sealed bids will be received by the City of Meridian, Ida o, hereinafter known as the Owner, at the office of the ;-'eridian City Clerk in Meridia~, Ida�o, until �Syvco, Y�J 1966, a: the 1:3ur of � 0t0 o'cIoc', w. m.. Mountain Standard Time. a which time the pr000sals will be opened a^d p_-t'icly read. The work contemplated is for the construction of certain sewer ,i„e ex:e-s-o�-S, manholes, clean -oats, etc. as they are required in the vicinity of _he prooer`y which lies between the aura Highway and the new location of State=iChway 6,. (East First Street) in ,Meridian, Idaho, and as more particularly outli-ed in the detail plans and specifications on file in the office of the E-cineers and the City Clerk, entitled :'Loca; Improvement District No. 1, Sewer Ex_e^=ic Project, City of Meridian, Ada County, Idaho" and consisting generally of the following work and estimated quantities: 1566 Linear Feet 8" Diameter Sewer Pipe with Rubber Gasket joints. 15 Linear Feet 4" Diameter Sewer Service Pipe with Rubber Gasket Joints. 4 Each Precast Concrete Manholes with Rings, Corers, and Dust Pans. Each Precast Concrete Drop Marhole with Rings, Covers, and Dust Pans 1 Each Concrete Clean-out 4 Each 4" and 6" Diameter Sewer Service Connec._;ons and all work and materials subject to Engi,eer approval. The Information for Bidders, Form of Bid, Form of Contract, Plans, e4:-ica:io�ss, and Forms of Bid Bond, 'erformance and Payment 'Bonds, and other cc -t -ac- j documents may be examined at the office of the Meridian City Cleri `'eridian, Idaho, or at the office of ?ohnson, Underkofler G Briggs, Consultir:c E -2 -veers. -1022 Twel`th Avenue South, Nampa, Idaho. A copy of the said document_ mav be obtained at the above offices upon payment of a charge of $10.00 pe- set. Payment is to be made to .lohnson, Underkofler s Briggs, Consulting C-cireers, Na-npa, Idaho. The Owner reserves the right to waive any informalities or to rejec- a^v or a' l '01.__ on a,, or ail bid proposal schedules. Each bidder must deposit with his bid, security in the amount,-.-,rr- and subject to the conditions provided in the Information for Bidders. V1 OEM .. I bidders is par'.cularly called to the requirements for co^u•' 0-5 K e-_•o,-ent to be observed and minimum wage rates to be paid under t^e No V _s nay withdraw s Vd wl _hin 30 days after -.-e ac-uai da -e Vono- All bi e-_ s�ali accompany-000sals with evidence of holding a va`:'d = a Con-rac-o~'s icense, covcr=nz work to be performed. 0a:ec _h; s _ %� day o` (+ 71 cJEtr , 9124. THE OWALR : ©ON M. STOREY, Mayor City o' Meridian, Idaho HERALD J. COX, City We,, City of Meridian, Idaho CITY CF MERIDIAN Meridian City ball 728 Meridian Street Meridian, Idaho THE E u INNER: JOHNSON. NDERKOFLER & BRIGGS Consul ng Engineers 1022 Twelfth Avenue South Nampa, Idaho 83651 Telepnone: 466-2323 or 888-2321, Area Code 208 G2 1 +d i Y i %" i rmw f Y , Y , 1.0 1 LLOW! &PROVEMENT 7ISTrRICT NO. 1 IW R EXTENSION PP02ECT L CITY OF MERIDIAN h`ER CIA" 050 WOiRM?.TIO'. FOR 8:07=RS 1. Receipt and Openi J or Bids City of Meridian, Idarc 'hereincalled the "Owner"), invites bids ,o� _•-c `o• -m l attached hereto, al' 5 ar,s of which must be aroropriately -i ed i- 1 otherwise indicated. 8=ds will be received by :he Owner at the o``=ce the City Clerk urtit A.00 o'clock, p.m., ,mour_ai1 Standard Time, �- 1966, and the7 ao said office publicly opened and read aloin:. T e envelopes contai^iry i"e bids must be sealed, addressed to the Ye City Hail, 728 Mer�c:a- street, Meridian., :data, and designated as 5 .-. "o-- Local `_Local improvement Gis-r c_ No. 1, Sewer Ex:ersion Project. The Owner may consider =-=ormal any bid not prepared and submit+ed it accordance with the provision_ hereof and may waive any informalities or reject ar,v andVor all bids. Any bid may be withdrawn prior to the above scheduled time rcr- the i. opening of bids or authorized postponement thereof. Any bid received after the time and date specified shall not be considered. No bidder may withdraw a bid within 30 days after the actual date of tKe opening thereof. L2. Preparation of Bid Each bid most be submitted or the prescrined form. All blank spaces fo- bid prices must be filled in, in ink or typewritten, in both words and figures unless otherwise expressly stipulated. Each bid mast be submitted in a seated e-velope bearing on the outside the name of the bidder, his address, and the name of the project for which the bid is submitted. I' fo-waroed by mail, the sealed envelope cor*aO _ :he bid Lm -s, be enclosed in anonker envelope addressed to the Owner. 3. Telegraphic ModiFicaz;on L i L Any bidder may modify r s bid by telegraphic communication at ary =ire prio- :o the scheduled eosins time for receipt o` bids, provided such telegraphic communication is rece .ed by the Owner prior to the closing time, and. orov'ded further, the Owner is satisfied that a written confirmation of the tele;raphic moci9 cation over the signature of the bidder was mailed prior to the closing time. The telegrapKic communication should not reveal the bid price bat 0ni ld pYcn do the addition or subtraction or other -nodi :icatior• so that t`^e final P- 4oes or terms will riot be knowr by the Owner until the seated hid -s opened. dr::ser: confirmatios is rot received within two days from the closing time, no consiaeratior will be given to the telegraphic mDdificatirn. N iva"ification of Bidder The Owner may make such investigations as Ke deems necessary to determine the G3 U i F �Las: ==K -_, of the bidder tc Perform thelwork, and the bidder shall ;;-, the Owr�- a such informa;=s- and data for this purpose as the Owner may -eo.ae;t, 4e iw-e- reserves the • -! 'o reject any bid i- the evidence ssbmi:-ed by, 0-- i r-, n - - is -ton of, such _ s ler fails to satisfy the Owner that such b' drier- is prvoe7 ', qualified to cac � out the obligation: of the contract and -_o oomple.e ti-_ xc-� contemplated thc�&i. Conditional bids will not be accep`ed. 5. Sic security L Eaoc't must be accompanied by cash, ceritifed check of the bidde-. or a proposal bond prepared or the form o` proposal 'bond attached herein-, duly executed b; _ _ cidder as principal and having as surety thereon a surety co'oany approved by _-e ;;weer, in the amour, of FIVE PER CENT 5/) of the bid. SYc_ Ca h,, Che&S, o- v osa' bonds will be returned to all except the three !owesr bidder_, w_`ni. = nee days after the opening of bids, aid the remaining can, checks, or 1 pr000_& ponds will be returned promptly after t`,e Owner and the accepted bidce- rave executed the contract, or, if no award has been made w;thiq 30 days after _7e date of the opening of bids, upon demagd of the bidder a-_ any time therea-_er, so lone as he has not beer notified of the acceptance of his bid. 6. _iquidated Damages for Failure to Enter into Contract 1 The successful bidder, wpon his failure or refusal to execute and deliver the 1 contract and bonds required within five days a=ter he has received notice of the acceptance of his bid, shall forfeit to the Owner, as liquidated damages for Bach failure or refusal, the security deposited with his bid. r i. Time of Completion and Liquidated Damages The bidder must agree to commence work on or before a date to be speciK ed i - the wr 4ter "Notice to Proceed" from the Owner and to fully complete the project within 30 calendar days. The bidder must agree also to pay as liqui- i dated damages, the sum of $20.00 for each consecutive calendar day thereafter as hereinafter provided in the General Conditions. 8. Conditions of Work Each bidder mast inform himself fully of the conditions relating to the cons struo for of the proiect and the employment of labor thereon.. Failure to do so w'-1 not relieve a successful bidder of his obligation to furnish all materia' and labor necessary ;o carry out his work, mus; employ skc me'hods or means as will not cawse any interruption o` or interference wi,r 1_he worn of any other contractor. 9. Addenda and lnterpretationv No interpretation of the meaning of the pians, specifications, or ooher pre- bid documents will be made to any bidder orally. I Every request for such interpretation should be in writing addressed to .Johnson, LUnderiof'er & Briggs, Consulting Engineers, at 1022 Twelfth .Avenue ,ouch, jNampa, :aaho, and to be given consideration musi be received at least five i k ' 1 V 4 s- u —I .. I r r r r r I r { III L days prior to the date fixed for tht opening of bids. Any and a'.! such inter- pretations and any supplemental instructions will be in the form written addenda to the specifications which, if issued, will be mailed by cer'ified mail w=th return receipt requested to all prospective bidders ;a+, --•e esoect;ve addresses furnished for such purposes), not later than three days _-=or to the date fixed for the opening of bids. Failure of a-iy 'bidder -o rete:%e any such addendlu,.m o interoreta io, shall rc relieve such bidder from a-- . =cation under his b`d as submitted. All addenda so =ssued shall become Da:--. o' tyre contract docume-t_. �- 10. Security for Maithful Performance Simultaneously with f)is delivery o` the executed contract, the C. --ac.or shall furnish a surety bo -d or bonds as security for faithful performance o" r!is contract and For the payment of all persons performing labor on the project under this contract and furnishing materials in connection with t�-+=_ contract, as specified in Senera l Conditions i nc luded herein. The sure- �, on such bond or bonds shall de a duly authorized surety company satisfactory to the Owner. 11. Power of Attorney Attorneys -in -fact woo sign proposal bonds or contract bonds must file with each a certified and ef.-ectively dated copy of their power of attorney. 12. Notice of Special Conditions �- Attention is particularly called to those parts of the contract documents and specifications which deal with the following; a. Insurance requirements. f b. Wage rates. C. Conditions of Employment. 13. Laws and Regulations f The bidder's attention is directed to the =act that all applicable S.a.e laws, County, and municipal ordinances, and the rules and regulations o` all authorities having jurisdiction over construction of the project shall apply to ,ne contract throughout, and they will be deemed to be included in the contract :`e same i as though 1-erein written in full. Instructions for Preparing Proposal +, Payment of the bid item prices, as statee in the Contractor's proposal, for the completed work shall be compensation in full for the furrishin- of all overhead, labor, materials, devices, equipment, and appurtenances included as �.. are necessary to complete the total work under this contract in good. neat, and satisfactory manner as shown on the plans, as described in the specifica- tions, and as otherwise implied or required to meet the objective of the work. i6- 6— V J l L 15. Method of Award - '_cwest Qualified Bidder The contract_ will be awardeg .o the qualified bidder, or bidders, submitii^.: the lowest and best bid `or -'-.e work to be done; however, the Ow -,e- mai, a, his oezion, withhold the award of any Proposal schedule that does 7o_ affect the work to be done under another awarded Schedule. 15. Obligation of Bidder At the time of the openi7,5 of bids each bidder will be presumed to have i- saec'ed Lthe site and to have read and to be thoroughly =amiliar with the plans and contract documents (including all addenda). The failure or omission o` a -v bidder to examire any form. instrument or document shall in no way relieve the bidder from any obligation in respect to his bid. 17. Test Holes The Owner will dig Lest hoses along or adjace,t to the proposed sewer !ine. These holes will be dug with a small backhoe and will be left open for t.v.. -'ays prior to the bid opening, Prospective bidders may observe these test holes For information regarding soil conditions and ground water. V'v r r r U r.. PROPOSAL TO THE OWNER City of Meridian for constructing_ Sewer Extension Project _ Local Impr vemnt District No. 1 in Ada County, Idaho Gentlemen: The undersigned as bidder declares: That the only person or persons interested in this proposal as princi- pal are those named herein; That this proposal is make without collusion with any other person, firm or corporation; that he has carefully examined the plans, specifications and form of contract therefor, on file in the office of the -- Specialty Construction Co. That he has satisfied himself as to the quantities and conditions and understands that in signing this proposal he waives all right to plead misunder- standing regarding the same; That he understands that the quantities in this proposal are approx- imate only, and that he is willing to perform any increased or decreased quanti- ties of work at unit prices for such work as set forth in this proposal. And he proposes and agrees if this bid is accepted that he will contract with said Owner, in the said form of contract, to provide all necessary machinery, tools, apparatus, and other means of construction and to do all of the work, and to furnish all of the material specified in the contract in the manner and time therein prescribed, according to the requirements of the Engineer as herein set forth, and that work shall begin within ten (10) calendar days after receipt of notice to proceed and shall be completed within 30 clays wmoo, Y �r r� That. he will take in full payment: therefor, sums according to the actual amount of work performed of the various classes and the respective unit prices r. bid as given in the following schedules of contract prices, entitled "Proposal - Schedule of Items and Prices." In cases of discrepancy in the contract pricers, the unit- prices written in, words sha_l govern. The full name and residence of all Darti.es and peracns interested in the foregoing propo:.al are as follows: NOTE: Give first and last names in full; in case of a corporation, give name of President, Treasurer and Mzanager and nate of the state in which incorporated, and in case of partnership, give the nacres of the individual co-partners.. Nacre Address Melvin F. William 1020 Lander Street President - Treasurer Boise, Idaho June i,. Wi 11 isms 1020 Lander Street Vice President - iecretary Boise, Idaho Incorporated under the laws of the State of _ Idaho .lune 1961, Specialty Construction Co. r.x:ae of )rganizat on`; Date; February ], 1 5 m - � 7 Title} President -- Address of bidder to which ca:mnun.i.ca*ions concerned with this proposal or con- tract should be sent:. 1020 Lander Street Boise, Idaho (Street`; ^i t', and Jtate,)� NOTE- The "Proposal." continues through succeeding Pages, each of which carries the heading "Proposal.1° E1 a on LOCAL IMPROVEMENT DISTRICT NO. I SEWER EXTENSION PROJECT CITY OF MERIDIAN MERIDIAN, IDAHO PROPOSAL - SCHEDULE OF ITEMS AND PRICES Ir case of discrepancy between words and figures, the amount written ir, wDrds sl-Ia' . :on rol the extensions. Iter N_73er Total of Item 811 Diameter Sewer Wipe with Rubber Gasket Joints in place, 1556 linear feet at the Unit Price of Three Dollars and Ten Cents ($ 3.10 } per linear foot $ 4,854.60 2. 4" Diameter Sewer Service Pipe with Rub- ber Gasket Joints, in place 15 linear feet at the Unit Price of Two Ooliars and Eighty Cents ($ 2.80 ) per linear foot $ 42.00 3. Precast Concrete Manhole with Ring, Cover, and Dust Pan, 4 each at the Unit Price of Tw.) Hundred Fifty Dollars and Cents `$ 20.00 ) per each $ 1,000.00 03 - 1 "0 1 r 1 ftf r 1 m r t - i f Y � l� � U PROPOSAL, contiruec Item Number Tota" or :tem 4. Precast Concrete Drop Manhole with Ring, ,over, and Dust Pan, 1 each. at the L' -,it Price o` Three Hundred Twenty Dollars a- d Cent s '$ 320.00 ) per each 1z 320.00 $. Concrete Clean-out, 1 each at the Unit Price of Thirty-six Dollars and Cents ($ 36-00 ) per each $ 36.4Q 6. 4" and 6" Diameter Sewer Service Co,i- nections, 4 each at the Unit Price of Ten Dollars and Cents 10-+30) each $ 40.E per TOTAL BID ------------- S 6,292.60 l� + w E wo O r i ft" 1 •.e ud 1 r i Orr i PIAN AND FQJIPMENT QUESTIONNAIRE Submitted to _ City of Merldfon X Corporation By ectal Cssnstruction_Co, .__._ _ _ Co-Partnership An Individual Principal Office _Boisa Idaho Idaho Contractor i icerse No 2 2� Class C The signatory of this Qlestionnaire guarantees the truth and accuracy of all statements and of all answers to irt.errogatories hereinafter made.. 1 n what manner have vou inspected this work? Explain in detail. Visually 2. Explain your pian or layout for performing the proposed work:. As desired by Engfnoer 3 The work, if awarded to -you, will have the personal supervision of whom? Melvin A William 4. Do you intend to do all of the work on the proposed work with your own SM forces? If so,, give ar..ount and tvpe of equipment tc be used Yes �. Sackhoes - Leaders. Miscellaneous as needed. X �- 5. Do you intend to sihlet an.v nor*ions of rbe work? Yes ---No _ If so, state arnosrt of subcontract, the name ar=d address of the sub- contractor, amount and type of his equipment and financial responsibility, 6, From which suhcontractor do you expect to require a 'gond? '2 Necessary incidental equipment - trucks, grater tank, c»pressor, etc. 8. What equipment do you intend to purchase for use on the proposed work, should the contract be awarded to you`' Ian —ti ty Item "ape, Size, Capacity, Etc Approximate Cost. None :� 3 7. What equipment do You own that is availab e for the proposed work? — Present (2u_antity Item Tyeee,_Size, Capacity Condition Location — 1 Sackhue Santom -- 3/8 C.Y. Good 1 Backhoe Hydraulic Good Boise — l Loader Hydraulic Good Boise Necessary incidental equipment - trucks, grater tank, c»pressor, etc. 8. What equipment do you intend to purchase for use on the proposed work, should the contract be awarded to you`' Ian —ti ty Item "ape, Size, Capacity, Etc Approximate Cost. None :� 3 � 9- How and when will you pay for the equipment to be purchased? 10. Do you pro -pose to rent any equipment for this work? Yes leo 1f so, state type, quantity, and reason for renting, If deeded 11. Have you made contracts or received firm offers for all the materials within prices used in preparing your proposals? Do not give names of dealers or manufacturers.. Yes Dated at eofseL Idaho t1lis Zh day of February 1966. �p 5;jalty Co_nstruetfon Co. brearization �- r Signature President Title of Person Signing .STATE OF Idaho_-- s County of Ada -,—_-- Melvin F. William being first duly sworn deposes and says that he is President _y of the above Specialty, Construction Co. - and that the answers to the foregoing questions and .� all statements therein contained are true and correct., Sworn to bef.are me this ,as — day of ---- - --, l.9® Notary Fubiic Fesidi.ng at _ My Com -mission Expires Bond No, BID BOND KNOW ALL MEN BY THESE PRESENTS: That We, SPECIALTY CONSTRUCTION COMPANY, an Idaho Corporation, of Poise f -_Idaho as Principal, and the UNITED PACIFIC INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Washington, and authorized to do business in the State of —_-10AHO _—_ as Surety, are held and firmly bound unto the as obligee, in the sum of. — FiVe-- F -Or. GO= (5%.). of the Total --moi Out Bid — - - — — — — — — — -_� — _qp �_— — — DOLLARS, lawful money of the United States of America, to the payment of which sum of money well and truly to be made, the said Principal and Surety bind themselves, their and each of their heirs, executors, administrators, successors and assigns, )ointiy and • severally, by these presents. • THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the • Principal for: • SEWER EXTENSION PROJECT, L.I.D. # 1 • • • • • • according to the terns of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and • shall give bond for the faithful performance thereof, with the UNITED PACIFIC INSURANCE COMPANY as r Surety or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure • so to do, pay to the Obligee the damages which the Obligee may suffer by reason of such failure not exceed - ing the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in 40 full force and effect. • • Signed, Sealed and Dated this 7th __.--- day of February 6619 • • r • SPECIALTY CONSTRUCTION COMPANY -- — • — - - - - Yrencrpal(s) ATT! • �r , , 7� %// ' l !_ • , ,D(,� T } By: - --------- - CI L _. ,mss -w� —� - - 3Rit>`• M. Williams, Secretary Melvin' F. Williams, President • UNITED PACIFIC INSURANCE COMPANY • 77 �#By;,_ • - • Wm . H . Rut 1 rros,.ey`�■-�a� r • • • r • 0 6 1 0 0 ♦ 0 • 0 ♦ 0 0 0 0 • 0 0 0 0 0 9 0 • 0 9 0 r 0 0 1� Y y PROPOSAL BOND KNOW ALL PEEN BY THESE PRESENTS, that we �- (Contractor) of (Address) as Principal, and (Surety) as Surety, are held and firmly bound unto (Owner) hereinafter called the Owner, in the full and penal sum of five per cent (-%) of the total amount of the proposal of said Principal for the work hereinafter described, for the payment of which, well and truly to -- be shade, we bind ourselves, our heirs, executors, administrators, successors and assigns, firmly by these presents. The condition of this obligation is such, that whereas the Principal has this day submitted a sealed proposal for �- NOW, 'THEREFORE, if the said Principal shall be awarded and shall duly make and enter into a contract with the Owner in accordance with the terms of said proposal and award, and shall within ten (10) days after presentation of the contract furnish a bond acceptable to the Owner for the faithful performance of such contract, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN WITNESS `THEREOF, the above bounded parties have executed this in- strument, this day of 19— Witness. (If Individual or Firm) tPrinci.pal) Attest: " (If Corporation (CORPORATE SEAL) By jitle.) (Surety) Attest: _ _ By 'Title) (SEAL OF SiJRE'rY) �J br 1%� COYTRACT AGREEMENT THIS A'aREEiENT made and entered into, in quadruplicate, this day of 19, , by and between_ The City of Meridian R� hereinafter called the Owner, party of the first part, and _�Recialty Construction Company hereinafter called the Contractor, party of the second part. WITNESSETH-, That the Contractor, in consideration of the sum to be paid to him by said :owner, in the manner and at the time hereinafter provided, and of other covenants and agreements herein contained, hereby agrees for him- self, his heirs, administrators, s-.iccessors, and assigns, to construct The Local I:npr-yecnent District No. 1, 1966 seer Extension Pr2lect, City of Meridian Idaho as provided in the 21ans and specifications and contract documents prepared -by J.. hnson tlnderkofler tr Briggs, Consulting Engineers. to furnish all necessary machinery, tools, apparatu.;, materials, and labor and to complete the work in th_e most substantial and workmanlike manner according to the plans and specifications therefor on file in the office of City Clerk of �- Meridian, Idaho, and such modifications of the same and other directions that. may be made by the Engineer as provided herein; The Contractor shall complete the total base bid items one -O-) through six (6) for and in consideration of $69292.6o. CONURAC DOCUI%EN TS ; It is further agreed that the contractual documents, which include the adver- tisement; the notice to bidders; the Contractors proposal; the Contractor's qualifications; the written agreement between the Owner and the Contractor; the notice to proceed; the bonds, general specifications, special provisions, tech- nical specifications, plans and drawings by the Engineer including any supple- mental drawings; and, those working drawings submitted by the Contractor and ap- proved by the Engineer including any manufacturer's working drawings of equip- ment for permanent installation in this project, appended to this contract agree- ment are hereby specifically referred to and made a part of this contract, and shall have the same force and effect as though all of same were fully inserted herein. 16 +. u PAYMENTS: For the faithful performance of the work herein embraced, as set forth in the contract documents which are a part hereof and in accordance with the directions of the Engineer and to his satisfaction, the Owner agrees to pay said Contractor the amount earned, computed from the actual quantities of the work performed as shown by the estimates of the Engineer and unit prices named in such proposal, and to make such payments in the manner and at the times provided in the general conditions thereto appended. IN WITNESS WHEREOF, the said Owner executes this contract and the said doeS sign and seal the same, the day and year in this con- tract first above written. ATTEST: Ir ` in the Presence of OWNER Party of the First Part: 1 (Name) By r1n r i Title) CONT TOR., Party of the Second Part: ame) L' L 4 �- /�-E (T By By (Title) (Title) PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That we RPIlCIAlIPY COMBTRUMIOM COMP (Contractor) an Idaho Corporat iDa _ of Boise, Idaho • (Address) as Principal, and UNITND PACT?IC XN8 RANCE COMPANY (Surety) as Surety are held and f irmly bound unto CITY OF IZRIDIAM@ ADA COI1VMM* IDAMO in the penal sum or Atim Tbounand� _ itip Eandrad - minU.-i-' ro and 60/100 – - -- (Amount of Bond) — — — — Dollars ($ 6,292.60 } lawful money of the United States, which sum is agreed to be the maximum liability hereunder, well and truly to be paid, and for the payment of which we and each of us bind ourselves, our heirs, executors, administrators and assigns, jointly and severally, firmly by these presents. The condition of this instrument is such, that whereas the principal has entered into a certain agreement, hereto attached, with my OP mxlhum' (Owner) AOA COMMYs IDAND d a t ed ftbr„s ty AL_, 19A6 for AMR IaTM IOM _PFA T=j— 1%6 NOW THEREFORE, If the principal shall well and truly perform and ful- fill all the undertakings, covenants, terms, conditions and agreements of said contract during the original term of said contract and any extensions thereof that may be granted, with or without notice to the Surety and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and agreements of any and all duly authorized moditications of said contract that may hereafter be made, notice of which modification to the Surety being hereby waived, then this obligation to be null and void, otherwise to remain in full _ force and effect. PROVIDED, However, that this bond is executed pursuant to the provi- sions of the Public Contracts Bond Act, and all liabilities on this bond shall be determined in accordance with said provisions to the same extent as if set forth in full herein. IN WITNESS WHEREOF, The Principal and Surety have executed this in- strument this 9th _ day of JNkbrnary 19_fifi_. (Witness if Individual or Firm) (Principal) , (A test if Cor oration) l�Zf1 P�xli� china M. �'ilplians, Bac ataxy paw 4A.N* Count igned: CRY — i CO. (Tit e _ By �`_ Resident Agent at�� Idaho. L. Merreh FASTIC XN3938ECE SeUffm Ma L. March, Attormy-in-Fact .s PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, That we SPECIALTY CONSTRUCTION (Contractor) COMPANY, an Idaho Corporation, of Boise, Idaho (Address) as Principal, and UNITED PACIFIC INSURANCE COMPANY_ (Surety) C:ITY OF MERIDIAN ADA COUNTY IDAHO as Surety are held and firmly bound unto _ • • (Owner) in the penal sum of Biu Thouaand, Two Hundred, Ninety --Two and_ 60_/_100 (Amount of Bond) . . Dollars ($ 6,292.60 } lawful money of the United States, which sum is agreed to be the maximum liability hereunder, well and truly to be paid, and for the payment of which we and each one of us bind ourselves, our hears, executors, administrators and assigns, jointly and severally, firmly by these presents, The condition of this instrument is such, that whereas the principal has entered into a certain agreement, hereto attached withCTTY O (Owner) ADA COURTY, IDAHO dated �FlbrnarY 9, 1966, for SEVER, EXTENSION PROJECT, 1966 NOW THEREFORE, If the said principal shall pay all claimants supplying labor or materials to him or his subcontractors in the prosecution of the work provided for in said contract, and any and all duly authorized modifications of said contract that may hereafter be made, notice of which modifications to the Surety being hereby waived, then this obligation shall be void; otherwise to re- main in full force and effect. PROVIDED, However, that this bond is executed pursuant to the provi- sions of the Public Contracts Bond Act, and all liabilities on this bond shall be determined in accordance with said provisions to the same extent as if set forth in full herein. IN WITNESS WHEREOF, The Principal and Surety have executed this in- strument this 9th dad of February _ _, 19 66 . _ SPECIALTY OONSTRUCTION COMPANY (Witness if Individual or Firm) (Principal) y e%. iJ1�i�'�r; °'�acratarY Mlaf4rfA F. 1�iiliaa President Countoqrigiied: MMY — )ROBT CO. (Title) By Resident Agent at901AA Idaho... • =TO PACIFIC INS[R AM COM ANY BY. is L, Mfreh, Attorney -in -tact k— Rev. 10-64 Cerhinn Nn GENERA' CONDITIONS OF CONIPAC'T 1.01. Definitions 1.02. Execution., Correlation and Intent of Documents 1.03. Design, Drawings and Instructions 1.04. Verbal Agreements 1.05. Copies of Drawings Furnished 1.06 Order of Completion 1.07. Ownership of Drawings 1.08. Subsoil Conditions 1.09. Materials, Appliances 1.10. Royalties and Patents 1.11. Surveys. Permits and Regulations 112. Protection of the Public and of Work and Property 1.13, Inspection of Work 1.14. Superintendence 1.15, Changes in the Work 1.16. Selection of Equipment by Owner 1.17. Extension of Time 1„18. Claims for Extra Cost 1.19. Variation in Nlmber of Units 1,.20. Force Account Work 1,21> Deductions for Uncorrected Work 1.22. Correction of Work Before Final Payment 1.23. Liquidated Damages 1.24. Reports, Records and Data 1.25. Suspension of Work 1.26. The Owner's Right to Terminate Contract 1.27. Contractor's Right to Stop Work or Terminate Contract 1.28. Removal of Equipment 1.29b Use of Completed Portions 1.30. Payments Withheld Prior to Final Acceptance of Work 1,31. Indemnity 1.32. Damages 1.33. Liens 1.34. Assignment 1.35. Rights of Various Interests 1.36. Separate Contracts 1.37. Subcontractors 1.38. Engineer's Status 1.39. Engineer's Decisions 1,40. Arbitration 1.41. Lands for Work 1.42. Cleaning Up 1.43. Public Safety and Convenience 1,44. Crossing Utilities 1.45. Sanitary Provisions 1.46, Character of Workmen L� 9 0 11 1I .11 Rev. 10-64 GENERAL CONDI.,1ONS OF CONTRACT Section 1,01. Definitions a- The Contract Documents. The "Contractual Documents" shall include the ad- vertisement; the notice to bidders; the Contractor's proposal; the Contractor's qualifications; the written agreement between the owner and the Contractor; the notice to proceed; the bonds, general specifications, special provisions, tech- nical specifications, addenda, plans and drawings by the Engineer including any supplemental drawings; and, those working drawings submitted by the Contractor and approved by the Engineer including any manufacturer's working drawings of .. equipment for permanent installation in this project.: The contractual documents taken collectively, and that in the aggregate, are understood and agreed to con- stitute one legal instrument. It is the intent to make all these documents com- plimentary and explanatory of each other and each and every one of these documents is a part of the contract and includes all modifications thereof incorporated into the contracts before their execution, ... b. The Owner. The 'Owner" is the owner named in the contract documents. c. The En ig neer. Wherever in this contract the word "Engineer" is used it shall be understood to be referring to the Engineer of the owner, acting personally or through any assistants duly authorized in writing for such act by the Engineer. d Lnspector The term "Inspector" shall be used to designate an authorized representative of the Engineer assigned to make any or all necessary inspection of the work and materials furnished by the Contractor and his authority is definitely restricted to those functions. e. Contractor The term "Contractor" shall designate the corporation, partner- ship or individual who enters into an agreement for the performance of this con- tract as outlined and contemplated in the plans and specifications.. f Subcontractors The term "Subcontractor" as employed herein includes only those having a direct contract with the Contractor and it includes one who fur- nishes material, worked to a special design according to the plans and specifica- tions of this work but does not include one who merely furnishes material not so worked g. Surety The term "Surety" shall mean those corporations or individuals who are bound with and for the Contractor and are primarily liable for the proper performance of this contract and for the payment of wages and materials, The approval of financial responsibility of the Surety and the actual terms of the bond will be treated under a separate heading. h. Work. The term "Work" of the Contractor or the Subcontractor shall include labor, materials, equipment, transportation and all other facilities necessary to complete this contract, i. Plans and Drawin s The "Plans and Drawings" shall consist of the drawings and the reproduction of drawings pertaining to the construction or details of this work included in this contract as prepared or approved by the Engineer and officially given to the Contractor All working drawings are subject to approval of the Engineer. I I I r� j. Written Notice "Written Notice" shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended or if delivered at or sent by registered mail to the last business address known to him who gives the notice Section 1 02. Execution, Correlation and Intent of Documents The agreement shall be signed in quadruplicate by the Owner and the Contractor. The contract documents are complimentary and what is called for by one shall be as binding as if called for by all. In case of conflict between plans and spe- cifications, the specifications shall govern '— Section 1-03_ Design, Drawings and Instructions It is agreed that the Owner will be responsible for the adequacy and sufficiency of the plans and specifications. The Owner, through the Engineer, or the Engineer as the Own.er's representative, shall furnish plans and specifications which completely represent the requirements of the work as far as practical to be performed under the contract. All such drawings and instructions shall be consistent with the contract documents and shall be true developments thereof. In the cases of lump sum contracts, plans and specifications which completely represent the work to be done shall be furnished prior to the time of entering into the contract. The Engi- neer may, during the life of the contract, and in accordance with Section 1 15, issue additional instructions, by means of drawings or otherwise, necessary_ to illustrate changes in the work Section 1.04 Verbal Agreements No verbal agreement or conversation with any officer, agent, or employee of the Owner either before or after execution of this contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising said cor tract Section 1 05, Copies of Drawings Furnished Unless otherwise provided in the contract documents, the Engineer will furnish to the Contractor, free of charge, three (3) copies of drawings and specifications for the execution of the work. Additional copies will be furnished at cost by the Engineer to the Contractor. Section 1 06 Order of Completion The nontractor shall submit, within five (5) days after the award of the contract, a proposed progress schedule in a reproducible form The proposed progress schedule submitted by the Contractor shall be subject to the approval of the Engi- neer and the Owner, The Contractor shall perform the work in accordance with the approved progress schedule Further, the Contractor shall submit to the Engineer each month, within five (5) days of the end of each estimate period, a copy of the ,� L I approved progress schedule showing the relation of the completed work to that of the proposed progress schedule The proposed progress schedule shall show the order in which the Contractor proposes to carry on the work with dates at which the Contractor will start the several parts of the work and the estimated dates of completion of the several parts. Section 1 07. Ownership of Drawings All drawings, specifications and copies thereof furnished by the Engineer shall not be reused on other work, and, with the exception of the signed contract, sets are to be returned to him on request, at the completion of the work, All models '— are the property of the Owner 4 Section 1,08. Subsoil Conditions The Owner shall not be responsible should the subsoil conditions be found to �.. differ materially from those indicated by logs of test borings and/or records made by other methods of underground exploration No verbal agreement or con- versation with any officer, agent or employee of the Owner, either before or after the execution of this contract., shall affect or modify any of the terms. Section 1.09 Materials, Appliances Unless otherwise stipulated, the Contractor shall provide and pay for all ma- terials, labor, water, tools, equipment, light, power, transportation and other facilities necessary for the execution and completion of the work.. Unless other- wise specified, all materials incorporated in the permanent. work shall be new and both workmanship and materials shall be of good quality The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials, Section 1.10 Royalties and Patents The Contractor shall pay all royalties and license fees_ He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof except that the Owner shall be responsible for all such loss when a particular manufacturer, product, or process is specified by the Owner Section 1.11 S"'rveys, Permits and Regulations Unless otherwise specified, the Owner shall furnish all land surveys, base lines and stakes for locating the principal component parts of the work together with a suitable number of hence marks adjacent to the work. From the information pro- vid-d by the Owner, the Contractor shall develop and make all detail surveys, lines and elevations as he deems necessary. Permits and licenses of a temporary nature necessary for the prosecution of the work shall be secured and paid for by the Contractor Permits, licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. 23 I The Contractor shall give all notices a 1 nd comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified, If .r the Contractor observes that the drawings and specifications are at variance therewith, he shall promptly notify the Engineer in writing, and any necessary changes shall be adjusted as provided in the contract for changes in the work. The Contractor shall carefully preserve bench marks, reference points and stakes and, in case of willful or careless destruction, he shall be charged with the resulting expense of replacing .same and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance. Section 1,12, Protection of the Public and of Work and Property The Contractor shall provide and maintain all necessary watchmen, flagmen, -- barricades, red lights and warning signs and take all necessary precautions for the protection of the public. He shall continuously maintain adequate protection of all work from damage, and shall take all reasonable precautions to protect the Owner' -s property from injury or loss arising in connection with this contract„ He shall make good any damage, injury or loss to his work and to the property of the Owner resulting from lack of reasonable protective precautions, except such as may be due to errors in the contract documents, or caused by agents or employees of the Owner. He shall adequately protect adjacent private and public property, as provided by law and the contract documents. +. In an emergency affecting the safety of life or of the work or of adjoining pro- perty, the Contractor is, without special instructions or authorization from the Engineer, hereby permitted to act at his discretion to prevent such threatening loss or injury, He shall also so act., without appeal, if so authorized or in- structed by the Engineer Any compensation claimed by the Contractor on account. of emergency work, shall be determined by agreement or by arbitration,, �,. Section 1.13. Inspection of Work .M The Owner shall provide sufficient competent engineering personnel for the super- vision of the work. The Engineer and his representatives shall at all times have access to the work whenever it is in preparation or progress, and the Contractor shall provide pro- per facilities for such access and for inspection, If the specifications, the Engineer's instructions, laws, ordinances, or any public authority require any work to be specially tested or approved, the Con- tractor shall give the Engineer timely notice of its readiness for inspection, and if the inspection is by another authority other than the Engineer, of the date fixed for such inspection. Inspections by the Engineer shall be promptly made, and where practicable at the source of supply, if any work should be covered up without approval or consent of the Engineer, it must, if required by the Engineer, be uncovered for examination and properly restored at the Contractor's expense. Re -inspection of any work may be ordered by the Engineer, and, if so ordered, the 24 I I I work must be uncovered by the Contractor If such work is found to be in accord- ance with the contract documents, the Owner shall pay the cost of re -inspection and replacement If such work is not in accordance with the contract documents, the Contractor shall pay such cost. Section 1.14. Superintendence The Contractor shall keep on his work during its progress, a competent superin- tendent and any necessary assistants, all satisfactory to the Engineer, The superintendent shall represent the Contractor in his absence and all directions given to him shall be binding as if given to the Contractor. Important direc- tions shall immediately be confirmed in writing to the Contractor. Other direc- tions shall be confirmed on written request in each case. The Contractor shall give sufficient superintendence to the work, using his best skill and attention, If the Contractor, in the course of the work, finds any discrepancy between the plans and the physical conditions of the locality, or any errors or omissions in the plans or in the layout as given by survey points and instructions, he shall immediately inform the Engireer, in writing, and the Engineer shall promptly verify the same. Any work done after such discovery, until authorized, will be done at the Contractor's risk. Section 1.15. Changes in the Work The Owner, without invalidating the contract, may order additions to or deductions from the work, the contract sum being adjusted accordingly. Any claim for exten- sion of time caused thereby shall be adjusted at the time of ordering such change,. In giving instructions, the Engineer shall have authority to make changes in the work not inconsistent with the purpose of the work. The Engineer shall further have authority to issue written change orders. Except in an emergency endangering life and property, no extra work or change shall be made unless in pursuance of such written order, and no claim for an addition to the contract sum shall be valid unless the additional work was so ordered. The Contractor shall proceed with the work as changed and the value of any such extra work or change shall be determined as provided for in the agreement.. Section 1.16. Selection of Equipment by Owner If the Owner or his agent reserves the sole right to select equipment to be in- stalled, Contractor shall be responsible only for its installation according to the plans and specifications, and shall not be held liable for its operating r performance. Section 1.17 Extension of Time The period of time for completion set forth in the agreement shall be extended in UM amount equal to time lost due to causes which could not have been foreseen or be- yond the control of the Contractor, and which were not the result of his fault, • U I - I negligence, or deliberate act. Extension of time for completion shall also be allowed for delays in the progress of the work caused by any act or omission on the part of the Owner or his employees, or by other contractors employed by the Owner, or delay due to an act of the government, or for any delay in the furnish- ing of plans and necessary information by the Engineer, or for any other cause �• which in the opinion of the Engineer entitles the Contractor to an extension of time. Strikes and labor disputes shall be cause for an extension of time. .,. Section 1.18. Claims for Extra Cost If the Contractor claims that any instructions by drawings or otherwise issued after the date of the contract involved extra cost under the contract, he shall give the Engineer written notice thereof Lvithin one day, after the receipt of such instructions, and in any event before proceeding to execute the work, except emergency endangering life or property, and the procedure shall then be as pro- vided for changes in the work. No such claim shall be valid unless so made. *.. Extra work not included in the proposal but authorized after the date of the con- tract that cannot be classified as coming under any of the contract units may be done at mutually agreed upon unit prices, or on a lump sum basis, or under the provisions of Section 1.20, "Force Account Work." ..r Section 1.19. Variation in Number of Units Should the number of units of completed work of any item included in the unit price schedule classified as a major item vary twenty-five (25) per cent from the number of units stated in said schedule, either the Owner or the Contractor may request a revision of the unit price for the item so affected. Under such conditions an equitable revision of the price shall be made. A major item under the meaning of this provision is defined as any item equal to or greater than ten ('10) per cent �- of the total contract. Section 1.20, Force Account Work If the Engineer orders, in writing, the performance of any work not covered by the plans or included in the specifications, and for which no item in the contract is provided, and for which no unit price or lump sum basis can be agreed upon, then such extra work shall be done on a cost -plus -percentage basis of payment as follows: a. The Contractor shall be reimbursed for all costs incurred in doing the work, and shall receive an additional payment of seven (7) per cent of all such cost to cover his indirect overhead costs, plus eight (8) per cent of all cost, including indirect overhead, as his fee. b. The term "cost" shall cover all payroll charges for men employed and super- vision required under the specific order, together with all workmen's compensation, social security, pension and retirement allowances and social insurance, or other regular payroll charges on same; the cost of all material and supplies required of ,.. either temporary or permanent character; rental of all power -driven equipment at agreed upon rates, together with cost of fuel and supply charges on same; and any LE 11 .1 other costs incurred by the Contractor las a direct result of executing the order, if approved by the Engineer. c. The cost of the work done each day shall be submitted to the Engineer in a satisfactory form on the succeeding day, and shall be approved by him or adjusted at once. d. Monthly payments of all charges for force account work in any one month shall be made in full on or before the fifteenth (15th) of the succeeding month. Those payments shall include the full amount of fee earned on the cost of the work done. Section 1.21. Deductions for Uncorrected Work If the Engineer deems it inexpedient to correct work that has been damaged or that was not done in accordance with the contract, an equitable deduction from the contract price shall be made therefor. %~ Section 1.22. Correction of Work Before Final Payment .The Contractor shall promptly remove from the premises all materials condemned by �^ the Engineer as failing to meet contract requirements, whether incorporated in the work or not, and the Contractor shall promptly replace and re -execute his own work in accordance with the contract and without expense to the Owner and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned work and materials as promptly as possible, after written notice, the Owner may remove them and store the ma- terial at the expense of the Contractor. Section 1.23. Liquidated Damages ,r it is hereby understood and mutually agreed by and between the Contractor and the Owner that the date of beginning and time for completion, as specified in the contract of the work to be done hereunder, are essential conditions of this con- tract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be specified in the Notice to Proceed. •.. The Contractor agrees that said work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will insure full completion thereof within the specified time. It is expressly understood and agreed by and between. the Contractor and the Owner that the time for completion of the work described herein is a reasonable time for the completion of the same, taking into consideration the average climatic range and usual industrial conditions prevailing in this locality. If the said Contractor shall neglect, fail, or refuse to com- plete the work within the time herein specified or any proper extension thereof granted by the Owner, then the Contractor does hereby agree, as a part considera- tion for the awarding of this contract., to pay to the Owner the amount specified .... in the contract, not as a penalty, but as liquidated damages for such breach of contract as hereinafter set forth for each and every calendar day that the 27 0 W. I I 1 Contractor shall be in default after the time stipulated in the contract for completing the work, The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and difficulty of fixing and ascertaining the actual damages that the Owner would sustain in such an event and said amount is agreed to be the amount of damages which the Owner would sustain and said amount shall be retained from time to time by the Owner from periodical estimates as a part of retainage to insure proper completion of the project. It is further agreed that time is of the essence of each and every portion of this contract and of the specifications wherein a definite and certain length of time 'r is fixed for the performance of any act whatsoever, and where under the contract additional time is allowed for the completion of any work, a new time limit fixed by such extension shall be of the essence of this contract. The Owner is authorized to use such liquidated damages to pay additional costs for Resident Engineering and/or Inspection and such other costs as are incurred as a result of the delay in completion of the project within the specified contract time limit, Failure to complete the work within the number of calendar days stipulated in the agreement, including extensions granted thereto, shall entitle the Owner to deduct from the moneys due to the Contractor as "Liquidated Damages" an amount equal to $ 20.00 for each calendar day of delay in the completion of the work. Section 1.24. Reports, Records and Data The Contractor shall submit to the Owner such schedule of quantities and costs, progress schedules, payrolls, reports, estimates, records and other data as the Owner may request concerning work performed or to be performed under this contract. ... Section 1,25. Suspension of Work The Owner may at any time suspend the work, or any part thereof, by giving five (5) days notice to the Contractor in writing of such suspension of work, The Contractor shall resume work within ten (10) days after the date established for resuming work as fixed in an additional written notice from the Owner to the Contractor authorizing resumption of work. The Owner shall reimburse the Con- tractor for expense incurred by the Contractor in connection with the work under this contract as a result of such suspension.. Section 1.26. The Owner's Right to Terminate Contract If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be ap- pointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail, except in cases for which extensions of time are provided, '-° to supply enough properly skilled workmen or proper materials, or if he should fail to make prompt payments to subcontractors or for material or labor, or 28 I I I I persistently disregard laws, or ordinances or the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the con- tract, then the Owner, upon the written notice of the Engineer that sufficient cause exists to justify such action may, without prejudice to any other right or remedy and after giving the Contractor seven (7) days written notice, termin- ate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances thereon and finish the work by whatever meth- od he may deem expedient, In such case the Contractor shall not be entitled to �- receive any further payment until the work is finished, If the unpaid balance of the contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor, If such expense shall exceed such unpaid bal- ance, the Contractor shall pay the difference to the Owner, The expense incurred by the Owner herein provided, and the damage incurred through the Contractor's default, shall be determined by the Engineer, Where the contract has been terminated by the Owner, said termination shall not affect or terminate any of the rights of the Owner as against the Contractor or his surety then existing or which may thereafter accrue because of such default. Any retention or payment of moneys by the Owner due the Contractor under the terms of the contract, shall not release the Contractor or his surety from lia- bility for his default. Section 1.27. Contractor's Right to Stop Work or Terminate Contract Contractor may suspend work or terminate contract upon ten (10) days written notice to the Owner and the Engineer for any of the following reasons: a. If an order of any court or other public authority caused the work to be stopped or suspended for a period of ninety (90) days through no act or fault of the Contractor or his employees, b. if the Engineer should fail to act upon any request for payment within thirty (30) days after it is presented in accordance with the general conditions .ftm of the contract. c, If the Owner should fail to act upon any request for payment within thirty (30) days after its approval by the Engineer. d. If the Owner shall fail to pay the Contractor any sum within sixty (60) days after its award by arbitrators. Section 1,28, Removal of Equipment In the case of termination of this contract before completion for any cause whatever, the Contractor, if notified to do so by the Owner, shall promptly re- move any part or all of his equipment or supplies from the property of the Owner, failing which the Owner shall have the right to remove such equipment and sup- plies at the expense of the Contractor. .r 29 0. i 11 i t 0— Section 1.29, Use of Completed Portions The Owner may, at any time during progress of the work, after written notice to the Contractor, take over and place in service any completed portions of the work which are ready for service, although the entire work of the contract is not fully completed, and notwithstanding the time for completion of the entire ,cork or such portions which may not be expired. In such case, the Owner shall issue certificates of acceptance for such portions of the work, but such taking possession thereof shall not be deemed an acceptance of any other portions of the work., nor of any incompleted portions, nor of any work not completed in accordance with the contract documents, If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation or extension of time, or both, as determined by the Engineer. Section 1.30, Payments Withheld Prior to Final Acceptance of Work The Owner may withhold or, on account of subsequently discovered evidence, nullify the whole or part of any certificate of payment to such extent as may be necessary to protect himself from loss on account of: a. Defective work not remedied. b. Claims filed or reasonable evidence indicating public filing of claims by other parties against the Contractor. C. Failure of the Contractor to make payments properly to subcontractors or for material or labor. d. Damage to another contractor. When the above grounds are removed or the Contractor provides a surety bond satisfactory to the Owner which will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them. Section 1.31, Indemnity The Contractor and his sureties shall indemnify and save harmless the Owner and all its officers, agents, and employees from all suits, actions or claims of any character, name and description brought for on. account of any injuries or damages received or sustained by any person or persons or property, on account of any negligent act or fault of Contractor, his agents or employees, in the execution of said contract; or on account of the failure of the Contractor to provide neces- sary barricades, warning lights, signs or flagmen; and will be required to pay �- any judgment, with costs, which may be obtained against the Owner growing out of such injury or damage. The Contractor shall, unless otherwise specified, maintain and pay for such in- surance, issued in the name of the Owner, as will protect the Owner from contin- gent liability under this contract, and the Owner's right to enforce against the Contractor any provision of this article shall be contingent upon the full com- pliance by the Owner with the terms of such insurance policy or policies; a copy of which shall be deposited with the Owner, upon the Owner's request for same. J� 1 Section 1.32. Damages If either party to this contract should suffer injury or damage in any manner because of any wrongful act or neglect of the other party or of anyone employed by him, then he shall be reimbursed by the other party for such damage. Notice of pending claim for any such reimbursement shall be made in writing to the party liable within a reasonable time of the first observance of such damage, and the claim shall be filed and adjusted previous to the time of final payment, (by agreement or by arbitration). Section 1.33. Liens Neither the final payment nor any part of the retained percentage shall become `- due until the Contractor shall deliver to the Owner a complete release of all claims or liens arising out of this contract, or receipts in full in lieu thereof and, if required in either case, an affidavit that so far as he has knowledge or information the release and receipts include all the labor and materials for which a lien or claim could be filed; but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactory to the Owner, to indemnify the Owner against any claim or lien (in cases where such payment is not already guaranteed by surety bond). If any claim or lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in discharging such a lien, including all costs and a reasonable attorney's fee. -■ Section 1.34. Assignment The Contractor shall not assign the contract or sublet it as a whole or in part .. without the written consent of the Owner, nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written con- sent of the Owner. Assigning or subletting the contract shall not relieve the Contractor or his surety from any contract obligations. Section 1.35., Rights of Various Interests Wherever work being done by the Owner's forces or by other contractors is con- tiguous to work covered by this contract, the respective rights of the various r.. interests involved shall be established by the Engineer, to secure the completion of the various portions of the work in general harmony. Section 1.36. Separate Contracts The Owner reserves the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the in- troduction. and storage of their materials and the execution of their work, and shall property connect and coordinate his work with theirs. " 31 I i ... 1%_W11 ...� Section 1.37, Subcontractors f The Contractor shall, as soon as possible after the signing of the contract, notify the Engineer in writing of the names of all proposed subcontractors for the work, said subcontractors to be subject to the approval of the Engineer. r The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly em- ployed by him. Nothing contained in the contract documents shall create any contractual relation between any subcontractor and the Owner. Section 1.38. Engineer's Status The Engineer shall have general coordination and direction of the work. He has authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract, He shall also have authority to reject all work and materials which do not conform to the contract and to decide questions which arise in the execution of the work. Section 1.34. Engineer's Decisions The Engineer shall give all orders and directions contemplated under this contract and specifications relative to the execution of the work. The Engineer shall deter- mine the amount, quality, acceptability, and fitness of the several kinds of work and materials which are to be paid for under this contract and shall decide all questions which may arise in relation to said work and the construction thereof, The Engineer's estimates and decisions shall be final and conclusive, except as herein otherwise expressly provided. In case any question shall arise between the parties hereto, relative to said contract or specifications, the determination or decision of the Engineer shall be a condition precedent to the right of the Con- tractor to receive any money or payment for work under this contract affected in any manner or any extent by such question. The Engineer shall decide the meaning and the intent of any portion of the speci- fications and of any plans or drawings for the same which may be found to be obscure or to be in dispute, Any difference or conflicts in regard to their work which may arise between Contractor under this contract and other contractors performing work for the Owner shall be adjusted and determined by the Engineer. The Engineer shall, upon presentation to him, make prompt decisions in writing on all claims of the Owner or the Contractor and on all other matters relating to the execution and progress of the work or the interpretation of the contract documents, Section 1.40. Arbitration — Should there be any dispute or any questioned decision of the Engineer which is subject to arbitration, it shall be promptly submitted to arbitration upon demand J1- I I I D by either party to the dispute. The Contractor shall not delay the work because arbitration proceedings are pending unless he shall have written permission from the Engineer so to do and such delay shall not extend beyond the time when the arbitrators shall have opportunity to determine whether the work shall continue or be suspended pending decision by the arbitrators of such a dispute. Any demand for arbitration shall be in writing and shall be delivered to the Engineer and any adverse party either by personal delivery or by registered mail addressed to the last known address of each within ten (10) days of receipt of the Engineer's decision, and in no event after final payment has been made and accepted, subject, however, to any express stipulation to the contrary in the contract documents. Should the Engineer fail within a reasonable period to make a decision, a demand for arbitration may then be made as if the Engineer's decision had been rendered against the party demanding arbitration. a. No one shall be qualified to act as an arbitrator who has, directly or in- directly, any financial interest in the contract or who has any business or family relationship with the Owner, the Contractor, or the Engineer. Each arbitrator selected shall be qualified by experience and knowledge of the work involved in the matter to be submitted to arbitration. b. Arbitration shall be in accordance with the procedure and standards of The American Arbitration Association, A copy of the procedure and standards of The American Arbitration Association is on file in the office of the Engineer. Section 1.41. Lands for Work The Owner shall provide as indicated on the drawings and not later than the date when needed by the Contractor, the lands upon which the work under this contract is to be done, rights of way for access to same, and such other lands which are designated on the drawings for the use of the Contractor. Any delay in the fur- nishing of these lands by the Owner shall be deemed proper cause for an equitable adjustment in both contract price and time of completion. The Contractor shall provide at his own expense and without liability to the Owner any additional land and access thereto that may be required for temporary construction facilities, or for storage of materials .,. Section 1.42. Cleaning Up The Contractor shall, as directed by the Engineer, remove at his own expense from the Owner's property and from all public and private property all temporary structures, rubbish and waste materials resulting from his operations. This re- quirement shall not apply to property used for permanent disposal of rubbish or .. waste materials in accordance with permission of such disposal granted to the Contractor by the Owner thereof. Section 1.43. Public Safety and Convenience The Contractor shall at all times so conduct his work to insure the least possible r. obstruction to traffic and inconvenience to the general public and the residents in the vicinity of the work and to insure the protection of persons and property 33 I I I I I I 1 1 l I .-1 I in a manner satisfactory to the Engineer. No road or street shall be closed to the public except with the permission of the Engineer and proper governmental authority. Fire hydrants on or adjacent to the work shall be kept accessible to fire fighting equipment at all times. Temporary provisions shall be made by the Contractor to insure the use of sidewalks and the proper functioning of all gutters, sewer in- lets, drain ditches and irrigation ditches which shall not be obstructed except as approved by the Engineer, Section 1-44. Crossing Utilities When new construction crosses highways, roads, or streets or utilities under the jurisdiction of stat.e, county, city or other public agency, public utility or private entity, the Owner shall secure written permission from the proper author- ity before the Contractor may start such new construction. A copy of this written permission must be filed with the Contractor before any work is done. The Con- tractor will be required to furnish a release from the proper authority before acceptance of the work, Section 1.45. Sanitary Provisions The Contractor shall provide and maintain such sanitary accommodations for the use of his employees and those of his subcontractors as may be necessary to comply with the requirements and regulations of the local and state departments of health and as directed by the Engineer. Section 1.46. Character of Workmen The Contractor shall at all times be responsible for the conduct and discipline of his employees and/or any subcontractor or persons employed by subcontractors. All workmen must have sufficient knowledge, skill and experience to perform properly the work assigned to him. Any foreman or workman employed by the Con- tractor or the subcontractor who, in the opinion of the Engineer, does not per- form his work in a skillful manner or appears to be incompetent, or to act in a disorderly or intemporate manner, shall at the written request of the Engineer `Y be discharged.immediately and shall not be employed again in any portion of the work without the approval of the Engineer. 34 f 1 I 1 1 1 ri 1 F 1 1 I 1 1 I I 1 t PREVAILING WAGE RATES FOR uSE ON ALL PUBLIC WORKS PROJECTS IN CONFORMITY WITH THE PROVISIONS OF SECTION 44 - 1002 IDAHO CODE SCHEDULE #1 DEPARTMENT OF LABOR STATE OF IDAHO Industrial Administration Bldg. Prlevailing hourly wage rates fora Boise, Idaho SOUTHWESTERN IDAHO- LOWER PART OF IDAHO COUNTY., AL.L. OF ADAMS, VALLEY, WASH- INGTON, PA.YETTE, GEM, BOISE, CANYON, ADA, ELMOn:E_, CAMAS, & OWYHEE COUNTIES BASIC ('Tinge Benefits) HOURLY JOB Ci.ASSIFICF.T:ON WAGE ;H & W�PENSION:APPR. a OTHER ` BU_ILDING A.ND HIGHWAY CONSTRiCTION, Asbestos Wo -kers ,_.. _ ..... _yu. _.i......_. _wz._.�_._._._ 4055 ,13 .20 _ Boile-maker, f;eld 495 .20 25 .01 15 ,ac Helpers w _ _._ _.. _ . _ -. ----------------- 4,65 .7.0 :25 001 Glazie-s -------- 3,.85 Painters - Brush, r.aperrange-s ..,www... _--._„--_- 3,80 Steel 3,90 Spray Gon & Sandblast -ng --------- 4,,2] aint Roy er,, Fressu-e----------- 4:.27 S-gn .._. --------------- 3o92 Ferfataper, Painter 3,95 Painters application of toxic chemicals such as Bitumastic--__.-_-------------- =-------- 4,27 plastere-s ----- -____.____a- ,_..._ _ -__----r 4.00 Plasterers Tende-s-------------------------- 3x50 .015 Electi�:.ian, Cable splicie�, big., 4 81 1% ,2 of 11 Electricians, .lou-neyma-. big., 4,,55 1% .,2 of 1% Elect- c ans, Joj°rieyman, Lineman (H�gnwa/ & st„) W..____-_-_.. ... ._. __...--.-- 4,30 1% 2 of 1% •-• Elect-icians, Equip, Operato- (Hignway & st�) 3.93 1% �2 of 1% Soft r..loor Layer, carpet 3,45 Lathers ------- 3..25 ,.. F1.mbers, Steamf`ttens, Detail man,Pape bender., p,ocessIng piping, mate-iai man., layout man 4„40 .09 02 Iron workers .. Structo., Ornamental, re;nforce- ”' merit, mac! „ery move-, ; i age, & machinery erectors; welder, fince-erecto-,, skeeter - 4,,50 .10 Carpenters 4.,05 .10 .01 ._ Floor layer, sh4 ngl er, drywall application & installer of metal studs, metal framing,, acotjstical material, metal partitions, po-celair, enamel & metal panels, mo,lite & rigid or flexible plastics, laminates, weather stripping, ;nsulatiorz - -6-= 4 05 A10 .01 Saw Filer ------------------------ --------- 4 20 010 001 �- Stationary Mach, Ope,ato----------------- 4,20 .10 001 Millwright & Machine erecto-------------- 4,30 ,10 .01 January J, 1966 J5 SCHEDULE #1, Page 2 - Jan, 1, 1966 JOB CLASSIFICATION BUILDING AND HIGHWAY CONSYRUCTION: ({.ort.) BASIC (Fringe Benefits) HOURLY WAGE :H & W.PENSION:APPR. : OTHER Piledriver, Bridgeman, wharf blder. ------ 4:20 10 Cement Mason -------------------------------- 4.02 Gunnite operator & Comp Floor layer, Power Trowel, Power grinder opera- tor-------------------------------------- 4.17 LABORERS: General Laborers, Sloper, Clearing & Grad- ing, Form Stripper, Concrete Crew, Car- penter Tender, Flagman, Watchman, Heater Tender, Stake Jumper, Choker Setter, Spreader & Weighman, Power Wheelbarrow, Scouring Concrete, Riprap Man (hand pl.) Fence Erector & Installer (incls, the installation and erection of fences, guard rails, median rails, reference posts, guide posts and right-of-way markers), Crusher Helper, Cribbing & Shoring (in open ditches) Machinery & Parts Cleaner -------------------------- 3.35 .10 Chuck Tender, Vibrator, Air Tampers, Gunnite Nozzleman Tender, Pipe Wrapper, Tar Pot Tender, Concrete Sawer, Signalman, Handling Cement, Timber Faller and Bucker, Dumpman, Steam Nozzleman, Air & Water Nozzleman (Green cutter., concrete) -------------------------------- 3.45 .10 Pipelayer (non-metallic), Free Air Caisson, Jackhammer, Paving Breaker, Powderman Helper, Asphalt Raker, Gasoline Powered — Tamper, Electric Ballast Tamper,, Sand Blasting, form Setter -Airport Faving Gunman, (Gunnite) Manhole Setter, Hand Guided Machines, such as Roto Tillers, Trenchers, Post -hole Diggers, Walking Garden Tractors, etc. --------_____._____ 3.55 .10 Highscaler9 Wagon Drill, Gunnite Nozzleman, Diamond Drill ---------------------------- 3.70 .10 _ Driller on drills with manufacturer's rating 3" or over, Powderman-------------------- 3.95 .10 3 tJ SCHEDULE #1, Page 3 - Jana 1, 1966 BASIC (Fringe Benefit) HOURLY JOB CLASSIFICATION WAGE :H & W:PENSION:APPR. : OTHER Underground Worst: Reboundman, Chucktender, Nipper, Dumpman, Vibrator, Brakeman, Muckers, Bullgang ---- 3.50 .10 Form Setter & Mover ----------------------- 3,65 .10 .r Miners, Machinemen, Timbermer, Steelmen, Drill Doctors, Spaders, & Tuggers,, Spiling and or Caisson workers ----------------------- 3.95 .10 POWER EQUIPMENT OPERATORS, Brakeman, Crusher Plant Feeder (Mechanical), Oeckhand, Heater Tender, Pimpman--------- 3.66 .075 Air Compressor, Bell Boy, Blower Op. (Cement), Cement Hog, Conc, Mixer, Conc. Saw, Multiple Cut, Oiscing, harrowing or mulch- ing (regardless of motive power), -------- 3.76 .075 Distriblitor Leve man, Drill Steel Threader Opo Bit Grinder Opera, Firemen, all, Grade Checker (optional w/contractor), Heavyduty Mech. Helper or Welder Helper, Hoist, single drum: Hydraulic Monitor Oper., Skid - mounted, Oilers on all Equipment (except _. underground), Pugmixer, Box or Screed Op., Spray Curing Machine Tractor, Rubber - tired. Farm type using attachments ------- 3.76 .075 A-rrameTruck, Asphalt Pavers & Spreaders (Adnum-Yeager or Bar-ber-Greene), Battery Tunnel Locomotive, Belt Finishing Machine, Chip Spreader Machine (self-propelled), Front-end and Overhead Loaders and similar machines under 2 yds. (rubber- - tired), Hoist, 2 or more drums or Tower hoist, Hydralift, Fork Lift and similar (when hoisting), Oilers & Cable Tenders (underground); Power Loader (Bucket Elevator, Conveyors), Road Roller (regardless of motive power) ------------- 3,86 .075 Asphalt Plant Engineer, Boring Machines (earth or rock), Quarry -master - Joy - tractor -mounted, Drills: - churn, core, calyx or diamond, Front End & Overhead Loaders & Similar Machines, 2 yds. & incl, 4 yds. (rubber -tired) Grout Pump, 01 SCHEDULE f1, Wage 4 - ,jar, 1, 1966 a— am JOB CLA.SSIFICATION BASIC (Fringe Benefits) HOURLY WAGE :H & W:PENSION:AFPR, : OTHER POWER EQUIPMENT OFERATORSt (Cont.) Locomotive Enginee-, Long itudinaI Float Machine, Mixermobile, Spreader Machine., Tractor, R;,bber Tired F7arm .. Type, using Backhoe, Transverse Finish- ing Machines Trenching Machine --------_-- 4,06 ` Concrete Pla-t Operator? Concrete R'oac Paver (1800 gal: and under) _„__-.- (due]'), Crusher �71ant Operators Eleva- ,10 ting Grader Ope-,. E,jclid Loader, 'rort- (over l800 to 4000 gals.) -- end and Overhead Loade-s, and similar .10 ` machines orer 4 yds., Gene-ator F-1ant (over 4000 gals,) Operator.-Mec?anic: (Diesel Elec:tric), ,10 Dump Truck, 6 yds and .Arden Heavy Duty Mechanic: or Welder, Power 010 Sno-veis (ii -der I yd,?., r-,mperete, P.efri- 6 i ^.cl 0 12 ydsl geration Plant Operato-., Road Roller 110 (T;ri hif,g Wgh type pavement), ;,,..actor- 12 incl, 20 yds -,_`..-_- -_r__.. _ cr'awle- type,, incl,, all attacnn,e^ts _--- 4.16 Blade Ope,ato- (Motor }at -al ),. Cableway 20 yas, Ope- a.tor-, All Cranes, Der_. , ck Operator, ,10 MGcking machine (unde-Pro.nd);.. F 1e - and under .---w_-------- dr i , er• Engineer-, Power Sr,o°, el s - 1 fd� 110 a -d over Tour'napul 1 s - OW --20, 21 .,, 12 incl, 20 yds- ------------ Euclid & similar w _-•__..___..__..___v______ 4,26 Power Sho,wel s , 0 api , ne - ( nG' and Dredges, 20 yds, 5 c ., yds and o�e - _._.,...__--...- 4.46 TFUCK. DFIVERS Flat bed - 2 -axle & picK-.ps hauling material 3..69 Flat bed •- 3 -axle y.__.-...____ _._v_._._.-___. 3,74 Flat bed using power takeoff 3,84 .075 ,075 015 ,10 .,10 ,10 Water Tank Truck (1800 gal: and under) _„__-.- 3,69 ,10 Water Tank Trick (over l800 to 4000 gals.) -- 3.84 .10 Water Tank Trick (over 4000 gals,) 394 ,10 Dump Truck, 6 yds and .Arden 3®79 010 Dump Truck, o,,er 6 i ^.cl 0 12 ydsl 3,89 110 Durrp Truck, o'•:er 12 incl, 20 yds -,_`..-_- -_r__.. 4,09 010 -- D;,mp Tr;�ck, ove- 20 yas, 4,24 ,10 Bottom Dump, 12 yds. and under .---w_-------- 3.99 110 r Bottom Dump, over 12 incl, 20 yds- ------------ 4 09 110 Bottom Dump, over 20 yds, 4024 .10 J t� SCHEDULE #1., Page 5 -- ,;an. 1, 1966 BASIC (Fringe benefits) HOURLY JOB CLASSIFICATION WAGE :F[ & W.-PENSION:APPR, TRUCK DRIVERS. (Cont.) Pilot Car ------------------------------------ 369 110 Transit Mix Truck, 3 yds. and Mer --------- 3,79 .10 Transit Mix Truck, over 3-6 yds- ------------- 3,89 .10 Transit Mix Truck, o e�- 6 yds., 3099 ,10 Fuel Truck, 1000 gals, and under -. _--_ ---_- 3.,74 010 Fuel Truck, over 1000 gals, e--_.._.__a_y___.___ 3,84 .10 Semi-trai[e-, low -boy up to 96000 lbs. GVW -- 3 84 110 [.ow -boy, 96000 lbs,. GVW and over _d.__.. -..-.r-... 4,14 .10 Bulk Cement Tanker, up to 9bOOO lbs„ GVW ---- 3,84 X10 Bulk Cement Tanke--, 960G0 lbs. G%iW and. over - 4J4 4 .1 0 Fork Lift, 3000 lbs. and u -de- --- ------- 3.69 ,10 Fork Lift, o,e.. 3000 lbs. .»_._._ __ _ _...__-___-_ _ 3„84 110 Leve -'man loading at b.,,,kers 4..,_ ------_----__ 3,69 110 Wareh.ousema,, 3 79 .10 T-uck helpers ._---__ 3.79 J0 G; eases and ti reman 3,-/4 .10 B;-.gg,,rnab1 1e 3.74 .10 ,urmber Car-ier 3.,84 .10 A -Frame Tro.c:k 3 84 .10 Oil Distributor Truck-_,__W_...._,.w __------------ 3,94 .10 Dumptors_._...___------ 3,99 10 Tourna-ocker and sim5la- equipment - Se -i - pulling fall trailer oyer 20 yds, -_...._._. 4,24 .10 OTHER ` LOCAL IMPROVEMENT OISTRICT NO. 1 SEWER EXTENSION PROJECT CITY OF MERIDIAN MER IO IAN, IDAHO SPL-CIAL PROVISIONS Section 2.01. DESCRIPTION AND SCOPE OF WORK It is the intention of this contract to make certain sewer line extensions within a:�d adjacent to the corporate limits of the City of Meridian, idaho. As shown in more detail on the accompanying plans, stipulated in these specifi- cations and of the Proposal - Schedule of Items and Prices and as may be further ordered by the Engineer and approved by the Owner. The plan drawing shows the general alignment, location, elevations, and character- istics of the project work together with a separate drawing showinq detailed drawings. The general features of this work are 1566 linear feet of 8" sewer, wit1, the necessary manholes and appurtenances, service connections, clean-up, etc. For a description of items of work to be performed see the Proposal - Schedule of Items and Prices. The work under this contract includes furnishing all labor, equipment and " materials required for the construction of the Sewer Extension Project in the City of Meridian, Ada County, Idaho, complete and in strict accordance with these specifications and the applicable drawings and subject to the terms of the contract. Section 2.02. TIME FOR BEGINNING AND COMPLETION OF CONTRACT The work to be performed under this contract shall be commenced within ten (10) calendar days after the date of written notice to proceed has been given to the Contractor by the Owner. All work on this project including backfilling, testing, and final clean-up shall be completed within 30 calendar days from the date of Notice to Proceed. Section 2.03. RIGHTS OF WAY The sewer improvements as designated on the plans are to be constructed in rights of way and easements furnished by the Owner. The Contract_cr shall con- fine his operations to the rights of way and easements as designated on the plans unless the Contractor, at his expense, obtains the right to use adjacent property in which case the Contractor shall pay all costs involved and final clean-up shall be made as required by these specifications. I� 6. Section 2.04. LINES AND GRADES Lines and grades shall be furnished by the Engineer, as provided in Section 1.11 i;0 wr- 1 4 of the General Conditions. The Engineer shall set sewer grade stakes a; i^ter- vals not to exceed 50 feet to the grades show- on the plans, Whenever-ecessary, L work shall be suspended to permit accomplishment of this work, but such f suspension will be as brieas practicable, and -he Contractor shall be allowed no extra compensation, therefore. The Contractor shall give the Engineer ample notice of the time and place where lines and grades will be needed. All saes, L marks, and reference information shall be carefully preserved by ti -le Cor-rac,or: and, in cases of their careless or unnecessary destruction or removal by 1-�m or his employees, such stakes, marks, and reference information shall be replaced by the Engineer at the Contractor's expense. The Contractor shall be respo-sible for the transfer to the structure of the lines and grades as set by the Engineer. Sec` o-) 2.05. WATER AND POWER Water will be made available from the City of Meridian Water System for use in the construction of this pro;ect; however, the Contractor must arrange with .he City mater Superintendent be`ore using any water from the City Water System. and the Contractor shall take water only from the points specified by the City Water Superintendent. No charge will be made by the City for water used in connection with the construction of this pro3ect. Section 2.05. DISPOSAL OF SURPLUS MATERIALS The Boise Ada Sanitary Land Fill at Gowen Field is hereby set aside as the area for ''Disposal of Surplus Materials: such as trees, stumps, roots, limbs, concrete, masonry, rock aFd u!-.c'assified excavation, etc. The Contractor may select o=her areas for disposal of surplus material; however, said area must be approved by the Enginee-, and the Contractor will be responsible for acquiring the necessary rights, at his own expense, to use the property for such purpose, Section 2,07. UNFORESEEN DIFFICULTIES �- The Contractor shall protect his work and material from damage clue to the nature of the work, the elements, carelessness of other contractors, or from any cause whatever until the completion and acceptance of the work. All loss or damages arising out of the nature of the work to be done under these contract documents, or from any unseen obstruction or defects which may be encountered in the prosecu- tion of the work or from the action of the elements shall be sustained by the i Contractor. L Section 2.08. INFORMATION REGARDING EXISTING FACILITIES The information relative to the location of utilities and structures indicated on the plans was obtained from the best information available and field observa- tions; however, the Owner cannot guarantee the accuracy or completeness of the information. The Contractor shall, insofar as possible, determine the exact location of the underground obstructions prior to opening up the sewer trench; he will be held responsible for the repair of any damage to any and all under- ground structures and/or utilities caused by his construction operations. 41 r LJ rw Mr r OWN +" Section 2.09. CONSTRUCTION ON STATE ~HIGHWAY RIGHT OF WAY j On State richt of way controlled by the State Department of Highways, the Con -tractor will comp;y with all State specifications or requirements stipulated by the State in permit granted for the Owner to use State held property for construction and maintenance purposes, and shall also comply wits-, all orders issued by compezent State authority for work on State held property. ComEliance with State requirements is mandatory. The Contractor shall not c'aim cud"L,onal compensation beyond his Proposal bid price for work on State held property. Any bituminous asphalt pavement duo into or damaged shall be replaced in accordance with State Highway Department requirements. Section 2.10. FLAGMEN In addition to furnishing and maintaining adequate barricades, barriers, lights, flares, danger signals, or watchmen, the Contractor is hereby directed and re- gjired to furnish any and all flagmen :'-at are required to control- traffic through the work or to re-route the trarfic through the use of alternate +-o.ites or detours. The Owner and/or Engineer is hereby specifically exempt from furnishing any flagmen for this project work. Section 2.11. TESTING MATERIALS The Contractor shall allow the Engineer, upon his request, to obtain sample of the :materials used or to be used on the work. Such samples must be made available, when requested, so that proper tests can be made, and the quality of the material determined before any of the materials are incorporated in the work. Testing of the materials will be done by a recognized testing laboratory in the State, or elsewhere, and materials which fail to meet the requirements of the specifications therefor will be rejected. Further tests, due to rejection of the first materials tested, will be at the expense of the Contractor. Section 2.12. STATE AND FEDERAL INSPECTING AGENCIES The site of construction is to be open at all reasonable times and places for inspection by accredited representatives of the State or Federal agencies who have regulatory or supervisory authority over any part of the work proposed :. or related thereto, and further provided that the Idaho Mate Highway Depart- ment will inspect all work in the Interstate Highway zone and said work must be app,-oved by the said State ?highway Department before it will be accepted. Section 2.13. SAFETY PRECAUTIONS The Contractor shall take all necessary precautions fo- the safety of employees 3i the work and shall comply with all applicable provisions of Federal, State, and Municipal sa=ety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. He shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workiner and the public, and shall post danger signs warning against the hazards created by such features of construction as protruding nails, hod hoists, excavation, 42 _ �r L. �L t w:-1 1 holes, hatchways, manholes, scaffolding, window openings, stairways, and falling materials. Said work is to be so conducted that no liability wiil accrue under the Employer's Liability Act of the state in which the work is to be performed. Section 2.14. EMPLOYMENT OF IDAHO RESIDENTS AND PREVAILING WAGE S;--EDULE The Contractor's attention is directed to Section 44-1002, Idaho Code as enacted by the Legislature of tiie State of Idaho, 1947, pertairinc =o the employ- ment of Idaho residents on construction projects. In accordance with Section 44-i006, Idaho Code (Supplement) as erac-ed by the Legislature of the State of Idaho, February 19, 1955, the minimum, wage rates, as of January, 1966, to be paid various classes of laborers and mechanics in the performance of this Contract are as listed by the Department of Labor, State of Idaho, which are herein included and incorporated as a part of these 3oecifications, including any revisions made prior to bid opening date. The Contractor shall assume all changes in labor costs occasioned by changes in wage schedu'es made mandatory by statutes during the life of this corrtiract; and,furthermore,the Contractor compensation for this Contract shall not vary due to such chances, if any, that may arise by statutory requirements. The Owner does not guarantee that labor can be procured for the minimum wages set forth in the schedules mentioned above. The rates of wages listed a e minimum only, below which the Contractor cannot pay and they do not constitute a representation that labor can be produced for the minimum listed. It will be the responsibility of the Contractor to ascertain for himself the wages above the minimum set forth that he may have to pay. Section 2.15. SOURCE AND COST OF MATERIALS All materials furnished or incorporated in this project shall conform to the requirements of these specifications hereof a part. Aggregate for surface repair, base gravel, bituminous surfacing, street mainten- L ante gravel, concrete and other items of the project requiring sand, rock, crushed gravel, etc., is not available from any City owned pit and it shall L be the Contractor's responsibility to acquire the necessary rights.. at his own expense, to obtain and use such aggregate that will meet the requirements of these specifications. The Contrac`_or shall acquire the necessary rights, at his own expense, to take material from such aggregate sources and =o use the property for punt site, hauling roads, and other purposes and to pay all costs involved. I Section 2.16. INSURANCE The Contractor shall not commence work under this contract until he has furnished the Owner with satisfactory proof of the carriage of insurance as specified herein: L 43 L L I A, Compensation Insurance. The Contractor sial1 ria= air dui-=~ ",e `:fe of this _-o^tract, Workmen's Compensation- l^suran:ce or equi,,alen:. a tic employees employed on this work, and he shall require any subco-—ac.o-s -Q provide similar insurance for all said SLibcontractor's employees ess said subcontractor's empl oyees are covered by t he i a' -ice ma 1 ! �io � ^.e Cf : "e Contractor. B. Pu51ic Liability and Property Da -nage Insurance. The Contractor �-.31.1 maintain Public !lability Insurance against death or injury to oer-sc-s, or damage to property, during the 'ife of this contract, said insu-a-cc such forms as it will protect Contractor and Owner from all claims as abo',e provided, in the following amounts: 1. Public Liability Insurance not less than $10C,00!° for ri;ries to any one person, including accidental death, and not less t-ar. $100,000 for any one accident. 2. Property Damage Insurance not less that; $50,000, The Contractor's Public Liability and Prope,-ty Damage Insurance s`a'I o-ovide the primary coverage on all claims arising z)ut of the performance o` t�-,e contract. Section 2.17. PERFORMANCE AND PAYMENT BONDS The Contractor shall furnish a surety bond of the form included herewitn in an .� a-nount at least equal to the total amount of the proposal as security for the faithful performance of the contract and the payment of all persons supplying lab:- and materials for the construction of the work, Said bond shall be ! issued by a surety company authorized to issue such bonds in the state in which the work is to be performed and having a record of service satisfactory to the Owner. The bond shall be in force for one (1) year after the date'of final payment for the work to cover all guarantees against defective workmanship and materials, and for such additional time as may be required by law for the filing of claims for nonpayment of labor, materials, and services. '�-;e terms of the Performance and Payment Bonds shall be as stated in the Performance and �. Payment Bond forms included in these contract documents. Section 2.1F. MAINTENANCE AND GUARANTEE The Contractor hereby agrees to make, at his own expense, any repairs or replacements made necessary by defects in materials or workmanship supplied by him. The Contractor also agrees to hold the Owner harmless from clairry of any �- hind arising from damage due to said defects. The Co -,tractor steal; mage all repairs and rep}acements promptly upon. receipt of written orders �or same from the Engineer, if the Contractor fails to make the repairs and replacements promptly, the Ow7er may do the work, and the Contractor a^d his surety shall be liable for the cost thereof. Section 2.19. SUSPENSION OF PAYMENTS No estimate shall be prepared or fi'.ed by t':_.e Engineer as long as a -y order by ti.. 44 L Lhim to the Contractor in compliance Iwith these specifications shall ~er:a n un- comp]4ed with, nor- shall any estimate be prepared or filed as " oro a= 3-1y claim or lien filed or prosecuted against the Owner in co.nilict w`: -he Qro- visions of this contract shall remain unsatisfied. Section .20. PAPTIA'_ PAYMENTS LUnless otherwise provided i^ the specificatior!�, partial payments w: be made by the Owner as the work progresses, based on, approximate estima-es o= =he amount or proportion or the work done up to and includi-ig the 25-.1-. day o' each month, or some other monthly calendar date as may be agreed upon. as computed by the Engineer, except that no partial payment will be made whe^ +`,e total value of ,he work done since the last estimate and payment amount -o less } than $1,000.00. In computing such estimate, any preparatory wort, a�-d any +� -naLcrial delivered on the site and not incorporated in the work may ee taken into consideration. In making such partial payments there sl.all be retained ten per cent '10/) of the estima+_ed amount until final accepta:ce of all work cove. -ed by the contract; provided, however, that if the comple'io:, or acceptance of the work is delayed through no fault of the Contractor the Owner ma±,. at his discretion, pay any part or all of such retained percentage, and make any further payments under the contract in full. The Contractor agrees 'hat no payment made under this contract, except the final payment, sha'1 be e%iden.ce of the performance of this contract, either in whole or i-. part, and -o payments shall be construed as acceptance of unsatisfactory work or materials. Section 2.21. ACCEPTANCE ANO FILIAL PAYMENT Upon the completion of the work according to the contract, the E'ny^':neer shall certify to the Owner a final estimate based upon the quanti'.ies measured or app-oved by the Engineer and computed according to the unit price named in the contract, showing the total work done as required and the amount due the Contractor therefor. All prior partial estimates and paymerzs shall be subject to correction in the final estimate and payment. Upon the acceptance of the completed work by the Owner, payment in full, after deducting thererron all previous payments and any other amounts to be kept and retained under the provisions of this contract, shall be made to the Contractor; provided, that before making such final payment, the Owner may require from the Contractor satisfactory proof that all debts due for labor, materials, supplies, or goods of any kind used in or upon the work by the Contractor or the subcontractors have been paid ir full, and a notice published in accordance with the pro- visions of Section 45-502 of the Idaho Code. Section 2.22. MEASUREMENT AND PAYMENi- L. All work acceptab'y completed under the contract shall be •neasured by -`ie Engineer accordin to United States Standard measures, and the quantic -es of work performed or .material furnished shall be computed on the basis of such measurements. The Contractor shall accept the compensation as herein provided, it fu'1 pay- ment for furnishing all materials, labor, tools and equipment and for performing L 45 V L: L u L p.l y U Y J !.1 L1 u U. u u IL L 'I t all w-)rl, under the contract; also for all loss or damage arising from the na'ur•e of t e work, or from the a,:'D- of the elements, or �rom- ary unforeseen d-' j7 ;:ultie_ whiC;- may be encountered diring the prosecution of the wa-.k, until :> f i !,a l a, -,sept arse by the Ower. 4 o i ! ' J --i-ow �s..•�`T `i . 3. s}t.t.'c'.° $ rq� xk'rr.n-+r " - _ �... „i='$,:-{. .. .. V Section 3.01. SENEPA'_ LOCAL IMPROVEMENT DISTRICT NO. I SEWER EXTENS ICP: PROJECT CITY Or MER TO IAF' MERIDIAN, IDAHO SP=CIAL SPECT,F7,-MONS A. Scope. The Contractor shall furnish all labor, materials, and ea-::omert necessary or required -o complete the work in all respects as show-- c- -)e plans, as hereinafter specified, or bath. Each section hereinafter -s d vided, .� where applicable, into sections corsis`=ng or: A, Scope, B, Materia s; :rork- manship; and D, Measure,�e-it and Payment. This method is employed to-acilitate the work of the Contractor in preparing his Proposal and 'c,lowi--c _tee .. specifications during construction. Any Standard Spec;fica �. s -e'er-ed '=o herein are bound at the end of this section. All references to the form ASTM refer to Standard Specificat,oas.cr Methods of " the American Society for Testing Materials. The number following the abbrevia- tion refers to the serial n�jmber of the pertinent ASTM Specification. The abbreviation AASHO refers to the American Association of S' -ate Highway Officials, and the number following the abbreviation refers to the serial number of the pertinent AASHO Specification. Unless otherwise noted, references .c ``nese Standard Specifications are to be the latest revision of said Specification. B. Progress of Construction. _'t is the intention, of these contract documents that the progress of the work shall proceed in a systematic manner so the minimum of inconvenience will result to the public in the course of construction. It is, therefore, necessary that the Contractor confine his operations to as small a length of work per crew as is feasible, Except under permi'ssibn of the j Engineer, at no time shall the trenching equipment be farther than 200 feet ahead of each pipe -laying crew. Backfilling of the trench shall be avcomplished so no section of approved pipe shall be left open longer than 24 hours except by permission of the Engineer. Complete backfill and clean-up shail be I accomplished after each section of the pipe has been inspected and approved. The Engineer reserves the right to withhold line and grade on any mai-, lateral, Lor trunk when, in ',is opinion, excessive trench is being opened ahead of the pipe laying, backfiiling behind the pipe laying is not proceeding satisfactorily, service connection and manhole installation is lagging more than 5 calendar days be:find the backfilli-ig, clear-up and restoration of all p`iysica' p,operties are lagging, and 'hydrostatic or pipe testing, a_ outli.-?ed herein,S �-o- satisfactory. Clean-up of all construction debris, excess excavation., excess mater:a�s, a.d complete restoration of all fences, r?a`lboxes, irrigation structures. d" c -.es, culverts, signposts, and similar Items shall be completed immediately following the final backfilling of the line and testing of the sewer, if required. The 47 J.' ism L LI u L' 1 Contractor shall stockpile the excavated tre1ch material so as to do the least damage to adjacent lawns, grassed areas, gardens, shrubbery, or fences, rerzardless of whether these are on private property or pjb'ic rich~_s of way. All excavated mate,-ials shall be removed fl -o -n grassed and pla ted areas, and these su-�aces .. shalt be left in a conditio~ equ'valent to their oriri•,al sur`ace a -id free *rom all rocks, gravel, boulders.. or 31her foreign material. �+ It is the intent of these co^*'act documents that the Contractor shall orovide all ?abor and equipment necessary to grade and maintain in a reaso-able conditio^ all streets, roadways, and alleys on w)ich sewer construction has beer accomplis!ed until ii-,ai acceptance of the entire p:-oject by the City. Street surfacing naterial will be applied under Section 3.05 of these Special Specifica-;o-,s, as directed by the Engineer, prior to final acceptance of the project, all surfaces on which sewers have been constructed shall be given a fina' regradirY wi*h a, approved motor patrol grader and shaped as directed by the Engineer. The Contractor shad remove, protect, and realace all existing buildings, drainage ways, all drainage and irrigation structures, or other improvements and similar items located along the proposed sewer line at his own expe^se without additional compensation from the Owner unless specifically prov4ded 49 C. Structures and Utilities. The Contractor shall exercise all �- _Interfering, possible caution to prevent damage to existing structures and utilities, whether aboveground or underground. An attempt has been made to show these structures and utilities on the plans. While the information has been compiled from the .. best available sources, its completeness and accuracy cannot be guaran-teed, and it is presented simply as a guide to possible difficulties. T' -Ie Contractor shall notify all utility office: concerned at least 48 hours in advance of ' construction operations in which a utility's facilities may be involved. This shall include, but not be limited to irrigation, water, telephone, electric, oil, and gas. i .. It shall be the respoisibility of the Contractor to locate and expose all existing underground structures and utilities in advance of the trench exca4a- tion. Any structure or ur;cities damaged by the work shall be repaired or L replaced in a condition equal to or better than the condition prior to the damag•7�. S�jch repair or replacement shall be accomplished -at the Contr-actor-'s expense without additional compensation from the Owner.. The Contractor shall remove and replace such small miscellaneous structures as fences, catch basins, drain pipe, culverts, mailboxes, a -id signposts at !is own L expense without additional compensation from the Owner. The Contractor shay replace these structures in a condition as good or better than their original conditions. IIf interfering power poles, telephone poles, gay wires, or anchors are e-counte'ed, the Contractor shall notify the Engineer at least seven (7) days in advance of construction to permit arrangements with the utility company or,City Forces for protection or relocation of the structure. Such structures will not be con- sidered to interfere unless they are within three (3) feet of the trend center line. The Contractor shad remove, protect, and realace all existing buildings, drainage ways, all drainage and irrigation structures, or other improvements and similar items located along the proposed sewer line at his own expe^se without additional compensation from the Owner unless specifically prov4ded 49 L � � for a; a pay item of work 1-1 the specifications. Replacemer' s',al? -_�e a manner and in a condition at 'east equivalent to the original cond=o-. `'' All bituminous type pa, c;,est_ r equi ri n,y Surface Repair, Types 1 a -d s` -a 1 be cut prior to excavatior -- -reaches with an approved pay: ng breaker, 4'd' c•f L pavement c::t shall be ?- 'ea__ equal to the required width of the .re~c7 a ;round :-urface. Paveme—-e-noved during excavation shall not be use `he ilii tial hay-_kfi Il zone of -he trench. Maintenance of the backfi 11 ed-_re--c•r. is Lcovered undc-r Section 31.02 of these Special Specifications. If the Contractor encounters existing structures which will prevent _he con- struction of the pipelin.c and which are not properly shown on the plates, he shall. notify the Engineer before continuing with the construction i- order that the n;ineer may make suer ;eld revisions as necessary to avo-d conflict with the existing structures. The cost of waiting or "down'- time during suc�i field revision shall be borne by the Contractor without additional cosi to the Owner. �,. If the Contractor shall fail .o so notify the Engineer when an ex's,'r- structure is encountered, but shall proceed with the construction despite this inter- ference, he shall do so at his own risk, in particular, when the location -)t" the new construction, as shown on the plans, will prohibit the restoration of �. existing structures to their original conditions, he shall notify the Engineer so a field relocation may be Trade to avoid the conflict. .. D. Field Relocation. During the progress of construction, it is possible that minor relocations of the line may be necessary. Such relocations shall be made only by direction of the Engineer. Unforeseen obstructions encountered as a result of such relocations will not be subjects for claims for additional compensation by the Contractor to any greater extent than would have been the case had the obstruction been encountered along the original locatior. E. Public Safety and Convenience. The Contractor shall comply with all rules and regulations of the City, County, and State authorities reiqardin-g tire, closing L of public streets or highways to the use of public traffic. No road shall be closed by the Contractor to the public except by express permission of the Engineer. Traffic must be keo: open on those roads and streets where no detour is possible. The Contractor shall, at all times, conduct his work so as to �.. assure the least possible obstruction to traffic and normal commercial p,arsuits. All obstructions within `ra,eled roadways shall be protected by approved signs, barricades, and lights W -e -e •-.ecessary or ordered by the Engineer for the Lsafety of the traveling a h1=c. The convenience of the general public aid residents along the serer and the protection of persons and property is of pr�rie importance and shall be orov;ded for by the Contract:or in an adeq-iate and Lsatisfactory manner. The Contractor =hall use every reasonable precaution to safeguard the persons and property of the traveling public. Fai'u-e of the Engineer to notify the L Contractor to maintain barricades, barriers, lights, flares, danger signals, or watchme:i shall not relieve the Contractor from his responsibility. All barricades and obstructions shall be protected at night by signal lights which 4 shall be suitably distributed across the roadway and kept burning from sunset to sunrise. Barricades shall be of substantial construction. 49 ti+:"onever `he Contractor's ooe-at'ons crea'c a '-azardo'_�s cor=dltic-. "tai turn?sh rla�jmen and quard� a_ necessary or as Ordered by the Fr1C"ee to .e adequat r warn i nn to the a'�`�l _ c any darnerous condi ;_ l o -,s t o be. e� -DL�r :e ed. lie Aha! l i sn, l'I"f "t d u ^,a' ta; r app-ovccl Terces. _ars ; cades, -' si r-, and ary other deviLeS ;hal may be necessary O preve,it accide- a"d t" ago d daml a e arid injury o=re p.ol ic. Flagmen and Gueir CfS, whi le O- a lcned to C;ive warning 'o = c pib'7c, sha' be eq ,7oe wito -eC wearing apoarel and a red `la- wnicf sha?', be kept clean and -Jr. reoa= T! -,.e Car,tractor wi i 1 be required to confine ;:o-struction operations w' ="'r t,e dedicated rights of way for public thoroughfares or within areas for which cor- str easements ,-gave been ob_ained unless he has made special arrangement= with L,e- a=fected property owners in advance. The Contractor will be required to p'ptec, stored material= cj? va=ed trees and crops, and other ,_e,ms located adjacent to the proposed sewer ;fines. Property owners affected by the zonstruc-ior `hall be notified by the Contrac_or at least 43 hours in advance of _he time cons`rj4t4or; begins. During all construction operations, the Contrac.or shall co:str-,ct and maintain suc`-ac'1=`iesas may be required to provide access by all property owners to their property, No person shall be cut o=f from access to his res=dente or place of busiress for a period exceeding 8 hours unless the Contractor has made special arrangements with the affected persons. Tre Contractor shall p-ovide For access a all times for livestock through -.arra areas; specifically, no por,-:on of farmlands in which livestock are pastured shall be cut off from ready access by the farm animals. F. Easements. Portiors of the sanitary sewers will be located on private too property. Easements and permits have been obtained by the Owner. Easements shall provide for the use of property for construction purposes to Ere extent indicated on the easements. Copies of these easements and permits are available at the offices of the City Clerk of the City of Meridian for inspection by the Contractor. The Contractor small confine his construction operations to within the easement limits or street right of way limits or make speciat arrangements with the property owners `or the additional area required. Any damage to .r private property, either inside or outside the limits of the easements provided by the Owner, shall be the responsibility of the Contractor. Before final payment will be authorized by _he Engineer at the completion of the corstructio^, L the Contractor shall obtain `rom the permit or easement grantors a release indicating that the work of restoration has been satisfactorily completed in i accordance with the terms o` `i:e permit or easement. Should it be fou^d impossible for the Contractor =o obtain any of the req.ired releases, either because of the absence of the grantors or because of impractical demands by the gra-tors, ther the may waive this requirement, if, in l,:s opi-ion, the _cintracior has ulfilJec t obligations. G. Contractor's Res an0 b'l-'t nor Utility Properties and Service. Rt points �.. where the Contractor's opera -,ons are ad,acent to or cross.properties or railway, telegraph, telephone, irrigat4on or canal, power, oil, gas, water, and petroleum companies or are adjacent to other property (damage to which might result in considerable expense, loss, and inconvenience), no work shall be s'.arred until all arrangements necessary 'or the protection thereof have been made. Power poles less than 3 feet from the trench center l:,re wit' be removed at no cost r r L to the Contractor. It steal be the Contractor's responsibility to pre=ec' from damage a!1 other poles. The Contractor shall be soler, and directly responsible to the owners and ope-a- tors of such properties ;or a.. -,y damage, injury, expense. loss. inconvenience, delay, suits, actions, cr cTa-^,,lc of any character brought because of a -,v i n j ur i es or damage whi c:` -- v -esu f t from the carrying out of ,!,e wort; �je done under the contract. In the event of interrupt+or to either damestic or irrigation water or to other utility services as a result of accidental breakage or as a result of being exposed or unsupported, the Contractor shall promptly notify the proper authority. Fie shall cooperate with the said au_hority in restoration of service as promptly as possible and shall bear all costs or repair. Tr) no case shall interruption of any water or utility service be allowed to exis+ outside working hours unless prior approval is received. The lo-ations of the major ex;sting water lines, as show- on the pians, were taken From City maps, and preliminary investigations have indicated they are generally reliable. However, it should be expected that some location dis- crepancies will occur, j Neither the Owner nor its o`ficers or agents shall be responsible for damages to the Contractor as a result of the locations of the water lines being other than those shown on the plans or for the existence of water lines not showr on the plans. H. Land Monuments. The Contractor shall preserve existing City, County, State, and Federal land monuments wherever possible. When these monuments cannot be preserved, the Contractor shall notify the Engineer at least two (2) weeks '�- in advance of the proposed construction in order that the Engineer will have ample opportunity to reference these monuments for later replacement, 51 U L Section 3.02. SEWER 1 ;r�ES A. Scoff 1. Excavation and EacKfill. This item includes the work -necessary for `,e trench excavation and bacKfi;l, including but -o` limited to clear=- o r; `., of way; protection of private property during construction: disposaj of cleared materials; excavation of t' -e trench for 'the p'pe and appurtenances: nounda``-- stabilization; trench bac'Kfi?1 of the type soec;fied by the Errgireer; re7o:al. .� replacement and rehabilitation of all drainage and irrigation ditches, wa_er- ways, or other features moved or damaged during construction; remaval of al' obstructions; remaval an,d r-eolacernent of topsoil as specified; removal of existing pavement; #ocatinca and protecting existing utilities; repair of damage to utilities; the ,maintenance of access to public thorough -ares and to private property; the .maintenance of adequate barricades, lights, .and warning signs for the protection, of the public on City streets, public ,highways, county roads, and private drives; shoring cribbing, b-a,ing, sheeting, and dewateri-,c as may be required; hauiirg and disposal of waste excavation, including temporary hauling aid disposal of spoil which cannot be accommodated 4ithin the designated righ`,of way; repair of public and private property damaged durino .construct4a-; final clean-up of the corstruction areas; and all miscellaneous items of worK required to complete the --on.struction specified he;-eunder. 2. Sewer Pipe. This item includes the work necessary for the installa- tion of the sewer pipe and fittings of the sizes and classes indicated, including but not limited to furnishing all materials; fine -grading the trench bottom; providing base for the pipe; providing bell holes in the trench bottom; laying and jointing pipe; installing thrust blocks, closure collars; furnishing pipe necessary for physical tests; hydrostatic testing of the line; and providing plugs and blocking on lines to be completed in future construction. s B. Materials. 1. Excavation and Backfill. a. Excavation. WI excavation is unclassified. The Contractor shall complete all excavation of every description regardless of the character, nature, t or condition of the ,materia' encountered. b. Test Holes. -est holes shall be dug by the Owner two days prior ` to the bid opening. These test holes are presented to give some indication of the conditions to be daring construction and is offered as supple-mentary information, only. %either the Owner nor the Engineer assumes any res- ponsibility for the irate -^-elation of the test hole data for subsurface conditions. The Contras -or shall make his own estimate of the class and type t of material and amount o� ground water to be encountered in trenchirg. v c. Selected Back*411 Material. Selected backfill materia' i-. the initial backfill zone for sewer pipe shall contain no piece of material larger than 3 inches for all sizes of pipe. 52 U l U l Ll I � •� ( _� r �v � •x��'+'iv' iii t# i r 6 .4' l '�F.if' �y:'"� rw l f 1w t d. Mater to Backfill, Domestic water from hydrants w K1 be available to the Contractor. It will be the Contractor's resporsibi Kly is take all necessary arrangements for a source of water during all periods of hm construction and to make all arrangements for delivery of the water .o nhe trench s i dc. low 2. Sewer Pipe. a. Nonreinforced Concrete Pipe. nonreinforced concrete pipe: snail conform to ASTM C 14-57, entitled "Concrete Sewer Pipe," and shall be furv4shed with rubber -gasket type joints. All 4", P. and 8" pipe shall be standard strength pipe. �- b. Joints. joints for concrete pipe shall be of the rubber- asketed type and equal to the Brant, Tylox, or Sta-.ton5orneiius type joint. Tney shall comply with the requirements of ASTM :4 443-59T, with the followirg additional r ovisiops. r. c. Gasket juality. Gaskets made with vulcanized joints shall be capable of withstanding 100 per cert stretch across the joint held fo- o^e minute with no visible damage .occurring. ;gasket material shall be stored in a cool, clean place protected from sunlight and contaminants until ready for installation on the pipe. Pipes with gaskets affixed shall be installed in the sewer line within 29 days unless adequately protected against sunlight and contaminants. d. Thrust Blocking and Closure Collars. Thrust blocks and closure collars shall be constructed of concrete having a minimum 28 -day compressive strength of 2,000 psi. 6— Closure collars shall be used to make connections and pipe jo ots when conditions prevent the use of the standard rubber -Basketed joint furnished ..,, with the pipe. C. Workmanshi ? Excavation and Backfill. a. Clearin~ the Right of_Way, Where clearing of the right o' way L- is necessary, it shall be completed prior to the start of the trenching. Brush shall be cut as near to the surface of the ground as practicable ar:d removed to an approved disposal area, The Contractor shall observe all Federal and State lags relating to hauling permits and local regulations relating to burning and/ r otherwise disposing of such materials. Under no conditions shall excavated materials be permitted to cover brush prior to clearing and removing same. is - b. Obstructions, This item shall refer to obstructions whic'K may be removed and do not require replacement. Obstructions to the co^struction of the 53 �l l �.. trench such as but not limited to tree roots, stumps, abandoned concrete struc- tures, and debris of al? tyres shall be removed by the Contractor at his own expense without addit:Cna" co^tpensation From the Owner, The Engi^eer will. i- requested by the Contractor, -make changes in alignment to avoid major obstructions if such alignment char -es ca- be made without adversely affecting the intended functioning of the -aci i-;. The Contractor shall pay all additional costs to 1 Lthe City resulting frog^, all i ynment changes. C. Removal a; Tonsoii. In all cases where trenches cross c,:1.1 v aieu fields, garden areas, or other areas on which topsoil exists, the-opsci' sha ` firs= be removed for a depth of 12 inches for the fu'l width of the trench to be excavated. This topsoil shad be stockpiled to one side of the rig -l-, or :gay and not -nixed with the remaining excavated materia':. The topsoil ;hall be Lreplaced in the top I foot of the backfilled trench. Minimum finis~ed deptl, o' topsoil over ail trenches shal•. be 10 inches. d. Trenches. Trench excavation shall be to line and grade as L- established by conventional practice or as ordered by the Engineer. The bo -tom width of the trench shall not be less than twelve (12) inches or ;more thar twenty- four (24) inches wider than the outside diameter of the pipe to be `aid. TI,e trench shall be adequately and properly timbered or shored. The ContracLor shall be responsible for rhe adequacy of all shoring, sheeting, and bracing. Where the bottom of the trench encounters solid rock, cement gravels, stones or boulders, excavation shall extend to four (4) inches below line of pipe beill and `" then be backfilled and tamped with approved sand or earth to form a cradle for k the pipe. Except where rock, boulders, stones, or cemented gravels occur, trench excavation shall first be made to a plane one (1) inch above the finished grade. The final or finished excavation including bell holes shall be made just ahead of pipe laying. All irregularities in the trench bottom shall be removed by appropriate excavation or backfill. Bell holes shall be excavated for bell and spigot pipe of sufficient dimensions to permit pipe laying to work freely and to positively avoid 75e bell carrying any weight or loading stresses and so that the pipe shall have a firm bearing of not less than three-fourths (3%4) of the length of the barrel. Trenches shall be kept free of water until the pipe is laid, joints completed and thereafter until jointing material is adequately set. C. Location of Excavated Materials. During trench excavation, the Contractor shall locate -.he excavated material so it will not completely obstruct j a traveled roadway or street. .finless otherwise approved by the Engineer, all streets and roadways sna'1 be kept open to at least one-way traffic. f. Removal of Water. The Contractor shall provide and maintain ample means and devices wits- which to promptly remove and dispose of all water �- entering the trench exca,-a-ior during the time the trench is being prepared for the pipe laying, during -ye laying of the pipe, and until the backfill a= the pipe zone has been cor:.lcted. The Contractor shall dispose of the water it a suitable manner wi-hou- CSrnage to adjacent property. g. Initial BacK*?li. After the pipe leneths have been jointed and jointing material has properly set to the Engineer's approval for backfilling, 51 told the bei 1 hal es a.,d sides of the pipe sha i i he r a,eful ;y -'ack`i 1 1 e:: and thoroughly compac.t-ed with appro�•ed tampers, supplemented by "walkir:c -n" and with approved backfill material of sand or earlh in layers not to exceed six �) inches in thickncss. The initial backfi11 shall be co,-'i'mued in 'aye -s o` .,o` to exceed six (6) inches in thickness until the backfill - _wL1ive inches above the top of the pipe using approved backfill mate-ial ct" sand o- e_art s Under no conditions will puddling t)e permitted for thi; i-" t'ai ba_..-cillt. h. Trench Sackrill. After initial backfill trenches mar be back- filled with the material excavated provided rocks and other deleterious mia_e-ial if present in the excavated material are removed. Material containing frost shall not be used for backfill. The first one (1) foot of backfill above the initial backfill shall be given carerul attention as to compositio^. T"e entire backfill is to be puddled or firmly compacted as hereinafter stipula-ed or by other methods if approved by the Engineer. i. Puddling. All trench backfill for this project sham be puddled L.. except where surface Repair Type 1 is designated on the Plans and across the Interstate Highway zone. Puddling shall be accomplished by first 'backfilling the trench grade of the travel way, then water shall be added to the trench for its entire 1 ength unt i i it is evident that the backfi 1- 1 malar ta.? i s.--3t?!rated with water. Additional backfill material is to be added to the trench to compensate for the settlement incurred by the puddling in such an amount so as to bring the final backfill material to within twelve (12) inches of the finished surface of the travel way. The excess excavated material remaining alongside the trench is to be removed from the public right of way and disposed of by the Contractor. The remaining twelve (12) inches of the unfilled trench is to be backfilled in accordance with street surface repair as hereinafter specified or with topsoil material where street surface repair is not required. j. Mechanical Tamping. All trench backfill requiring surface Repair Type 1 as designated on the plans and trenches across the Interstate Highway zone shall be compacted by mechanical tamping in accordance with Section'213 of the Standard Specifications for Highway Construction of the State of Idaho �-- Highway Department, 1961 Edition. Compaction of backfill done by mechanical tamping shall be done in layers of not exceeding six (6) inch thicknesses by successively placing and compacting approved backfill material to a point twelve (1.2) inches below the existing street grade or to the underside of the first baliast course whichever is lowest. Sufficient water must be added as needed to acquire tine specified degree of compaction. The remaining porion of the trench is to be completed in accordance with the appropriate surface repair requirements. k. Excess Excavated Material. All excess excavated materials from excavation and backfill operations shall be hauled and disposed -of by the Contractor at locations approved by the Engineer. ? Sewer : ae. a. Preparation of Sewer Pipe. All pipe and fittings sha'1 be carefully inspected before oe;r:w laid, and no cracked, broken, or defective pipe or fittings shall be used in the work. The ends of the pipe shall be cleaned with a brush. washed, and thorou hly scrubbed where necessary to remo,e dirt or otl1er material. Extreme care shall be exercised to insure that he inside sur -'aces of the bell are smooth and free from any protections whiz,- would in er`ere wiT`i the assembly or watertightness o-7 the join;. b. Handling Proper implements, tools, and fac li:ies shat' be provided and used by the Contractor For the safe and proper protection o` the wort;. Pipe shall be handled in such a manner as to avoid damage to the mach'.ec ends. When such damaged pipe cannot be repaired to the satisfaction of the ]ngineer, it shall not be used in the work. The pipe shall be carefully lowered into the trench to prevent damage to the pipe. Under ro circumstances shall pipe be dropped or dumped into trenches. Foreign matter and dir`, shall be removed from the inside of pipe before it is lowered into the trench, and it shall be kept clean by approved means dlring and after laying. c. Line and Grade. Maximum deviation From true line or grade, as established by the Engineer, shall be 3/8 -inch. Measurement for grade shall be taken at the pipe invert --NOT AT THE TOP OF PIPE --because of permissible variation in pipe wall thickness. Grade shall be established from batterboards set in the trench at maximum 50 -foot intervals. A minimum of three sets of batterboards with string line shall be maintained ahead of the pipe laying at all times. d. Concrete Pipe Jointing. Sufficient pressure shall be applied in j making the joint to assure that the joint is home as defined in the standard installation instructions provided by the pipe manufacturer. Sufficient restraint shall be applied to the line to assure that joints, once home, are held so by tamping fill material under and alongside the pipe or otherwise. "At the end of the day's work, the end of the last pipe shall be blocked in such a manner ~ as may be required to prevent creep and shall be tightly plugged to prevent entrance of dirt, vermin, or debris into the pipe. 6- e. Tests and Inspection. (1) Test Specimens. Test specimens in the amounts set forth in the applicable ASTM Specifications shall be furnished the Owner at no charge. (2) Pipe Insoec� on. Specimens for absorption and strength tests will 'oe selected by the Er9ineer in accordance with the applicable ASTM Specifications from pipe ir: *^e pipe manufacturer's yard or at the point of delivery to the Contractor. Tests will be performed at the Contractor's expense on the specimens selected. The provisions of applicable ASTM Standards shall apply, except as modified 'rerein, in regard to the number of tests made, the evaluations of such tests, and the rejection or acceptance of pipe. The Owner reserves the right to approve the testing agency, and the Engineer's evaluation of the results of such tests shall be final. L 56 L u u (3) Ind-iv=dual FieldPermeability Tests. in addition to the test speciFied in the ace:i_a61e ASTM Speci`ications, the Owner may require field permeability les-- or a maximum of 2 per cent or each lot, class, or size of pipe. in accordance =- =he following procedure: The section or the wipe to be tested shall be place_ w':~ either end down on a sponge rubber mat or other base which will pe-: a reasonably waterti3ht enclosure at the Sot tom of the pipe. The sed er Y._ p-oe shall ther be filled with water t3 :be top. Any section of pipe it ,wh,:- actual movement of water through the walls car be detected aFter 15 :m77wtes may be rejected. Damp spots on the jutside o` the wall which appear during :hese tests shall not be cause for rejeci o - unless actual movement of water through the pipe wall can be detected. Accep- tance or rejection shall be in accordance with Item 21-b of ASTM C 14-§-, except that, if over 20 per cent of the group represented by the samples :ested fail_ to pass, then the entire group represented by the samples tesnd s`-alI be rejected. F. Hydrostatic Tests for Gravity Flow Sewer Pipe. (1) Initial `est of Pipe Laying Crew=_. A hydrostatic `.est shall be conducted on the First section of sewer pipe installed by any pipe layinc crew or change of personnel in the crew in order to establish that .`4e pipeline material is capable V preventing infiltration and that the lines are being installed so as to insure that infiltration of ground water will not be greater than the amount set forth herein. The pipe laying crew shall consist of those men actually involved in preparing the pipe base, preparing and laying the pipe, and backfilling the pipe throughout the pipe zone. The section of pipeline to be tested shall be at least 300 feet in length and no greater than 500 feet in length. In the event the test indicates the amount of infiltration or exfiltration exceeds the amount hereinafter set forth, the defective material or workmanship shall be corrected in a manner approved by the Engineer and the test rerun until the leakage is within the amount specified. I (2) Additional Testing,The remaining portion of the sewer pipes shall be tested and shall not exceed the infiltration or exViltration amounts hereinafter set forth before the pipeline is accepted for final payment. } 6- 1. Hydrostatic Test for Leakage Allowance. l ' (1) Bask ;Requirement. Pipe and ioints shall sustain a maximum limit of 0.5 gph per inch diameter per 100 feet when field-tested by an infiltration or ex0i tration testing method, except an allowance of an additional 10 per cent of gallonage shall be permitted ~or each additional 2 feet cf head j over a basic 2 -foot minimum internal head. Head shall be measured from i4e crown of the upper end of the pipe section being tested. 'k Exfiltration tests will be_required by the Engineer. The 'I hydrostatic head for test parposes�shall exceed the maximum estimated ground water level in the sectio, being tested by at least 12 inches and in, no case shall be less than 24 inches above the crown of the highest section o` pipe i' in the test section. 57 w u u V (2) Balancing. Leakage up to 25 p2r cent in excess o` �c L above limits will be approved in any tested section, provided the excess :5 offset by leakage mra ;uremert s in adjacent flect i ons such that the comV -ed leakages Fre within the amount allowable Cor the comlined sections, prop.:cej all visible leaks o 0 er then beads or damp snots on the pipe sha'1 be r'eo_=red. IL and provided sc°._ t i ons produc, - ; i ess than the allowable l eakage riavbe zed to balance other sections orly to the extent On the combined leaky _ W :hi r the allowable limits. the maximum length oO gravity flow sewer pipe w` shall be used when cornputinq balance is i,500 linear feet. (3) Allowance for Absorption. At the Contractor's o v 'or. I pipe may be filled up to 24 hours prior to time of ex itratior testimc _o L permit noram! absorption into the pipe wails to take place. I (4) Inclusion of Laterals and Manholes. All lateral b-a7ches -included in the te,t section shall be take, into account in comput ny a'luwable leakage. An allowance of 0.2 gph per foot of head above invert shallbe ade for each manhole included in a test section. L. h. Hydrostatic Testing Procedure. (1)__Flu{gging of Wyes, Tees, or Stubs. All wyes, tees, o- v stubs shall be plugged with flexible -jointed caps or acceptable alternate. securely Fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and their removal shall provide a socket su "able for making a flexible -jointed lateral connection or extension. (2) Testing Equipment and Procedure. The Contractor sha?l furnish all Necessary Festing equipment, including hose, temporary pipiig, approved pipe plugs, tank trucks, and flow .measurement facilities, and shall perform the tests in a manner satisfactory to the Engineer. Any arrangement of testing equipment which will provide readily observable and reasonably -accurate i measurements of leakage under the specified conditions will be permitted. (3) Time of Testing. Testing shall be performed at any time during the construction; process that the Engineer may elect; and the rginee- �- may require retesting after backfilling has been completed when, in his opinion, the backfilling operation may have dammed the pipe in any way. �. (4) Subsequent Failure. infiltration of ground wa-e- in an amount greater than herein specified, following a successful test as saeci`ied above, shall be considered as evidence that the original test was i7 e --or or that subsequent failure of the pipeline has occurred. The Contractor w -'l be required to correct such failure should it take place prior to or wi&:- the one-year warranty period. i. Thru_: V ocking and Closure Collars. The thrust blocks sha I be poured against unYs_urbed earth. No concrete shall be poured until all water has been removed from the excavation. Suitable forms shall be consrructed to obtain shapes that w:li provide full bearing surfaces against undisturbed earth, w I 1 V L as indicated on the plans. The thrust blocks shall be cured : days De`ore hydrostatic tests are conducted. Care shall b^ taker durirc excava='v- -ci to j ovorexcavate in the areas Vere thrust blocks are to be poured. Before Vhe ciosure col;ars are poured, the pine shall be 'flashed vo remove all loose materia' a -d soil from the surface on Vick the c:^:-ete w011 be poured. The entire cora- shall be made in one pour. and care SO'! be exercised to prevent concre.e from entering the joint. The collars s-albe cured 7 days by keeping the surface wet. Closure collars shall be used o -'v when approved by the Engineer. J. Measurement and Payment. 1. Excavation, and Backfill. The work and material required u -ter s item are to be included in the price per linear foot for the various ==-e= and types of sewer pipe in place. This shall include any costs for specia? pipe bedding, mechanical tamping backfill, and any other special items o- excava- tion and backfill. 2. Sewer Pipe. Payment for sewer pipe in place will be based opo? the ... unit price set forth in the Contractor's Proposal - Schedule of Items a% --rices for the various types and sizes of pipe required and installed, as shown on the plans or as directed by the Engineer. Paympnt for pipe will be on a ureal foot basis on the actual number of feet installed, as measured by the Engineer. The pipe will be measured from center to center of the manholes or to the end of the p; pe. `-� The unit price per lineal foot shall be considered as full payment for the pipe in place, including excavation, backfill, street surface repair, 'i labor, equipment, material, testing, and all other items required to -give a complete job and not paid for under a separate bid item. 53 �' u ! LL � r Yr Section 3.03. MAN:',0M A. Scope. This itern 4ncludes the 4ork necessary for the co-:structio- & the +� precast manholes; :~e plugging of existing manhole co.nne&4 ons, and co-~ections to existing manholes, including but not limiled to the add tonal exca,a.io-, and bazkfil! required; gong-ete and forms: furnishing aid a acing c;-c-e:e 60 precast sewiia s, co,rcre'te zones, pipe, a -^d Fittings; cas- iru7 frame_ a__� covers; du_: pans; pipe piugs and blocking; dewatering arc d vL:rs'_- existing sewage ;lows; and all appurteiarces. The Contractor may, a. his option, use poured -in-place type ,manholes. o-o%'ded all' datails of construction are approved by the Engineer. We B. Mater4als. 1. Concrete. Concrete used in the construction of the :manhole base and other structw7es specified shall be so proportioned and mixed as -o 7eet a 2,500 psi compression test after 28 days, There shall be a minimu7 o- w sacks of cement per cubic yard of conc-ete. Water shall be provided by ;ne Contractor. a, Forms. Forms for manhole bases and p:.rt'on,s of structures below grade shall be matched boards, plywood, or other form material approved by the Engineer. 2. Precast Manhole Sections. Precast concrete sections for manholes shall be minimum -inch diameter reinforced concrete pipe, Class -K, conforming to ASTM C 76-57T, with the added requirement that the reinforcement shall be circular and not elliptical. Pipe shall have a minimum wall thickness of Q inches. Cones shall be concentric with wall thickness and reinforcement ` similar to that of manhoie pipe sections. The tops and bottoms of cores shall be parallel. j 3. Mortar Grout. The joints for the precast concrete manholes Vall be j made with cement nortar or grout consisting of one part cement to two parts of clean, well-graied sand which will pass a 1,'8 -inch screen. Admixtures may be used not exceeding the following percentages by volume of cement; nyd-aced lime, 5 per cent; diatomaceous earth or other inert materials, 10 pe- cent. The consistency of the mortar shall be such that it will adhere -eadi'v to the pipe. No mortar snail be used when its nyredients have :peen mixed for a period �. greater than, 3C m'r,..tes. 4, Manhole Extensions. The precast concrete grade rings used beiweer the top of the core and :he base of the manhole ring shall have a min -mum .� thickness of 2 inches and shall be of standard construction. The -1 shall be approved by the Engineer before being installed. In general, manhole extensions having a minimam heioKth of 6 inches avid a maximum heighth of 8 inches will be used on all manholes except it cultivated fields and on very shallow manholes or in other locations where a subsequent change in existing grade may be unlikely. 60 u L ' MaOr, Ie :- amen a d Co, ers. AI 1 manhole frames a:d trove -s .•gal ; oe c, the sic• and nape de, ail�_d n the plans 01- approved ^4ua1. i� L i tlC- 1 ude a cast ro^ du°• L Pyn (- WoI ;,ma:',n I :D. 1. Concrete Sa.7e. The concrete base for the or?cast ,a: to constructed so the first sec+:on of the a°-ecast man'oie `las a 1! rouphout the f,,? i��,mrF, ecce �` t �a ',ole waf shall �c deposited on the concrete base _c. provide a watertight .ea~. e -weer; the base and the ian'iole wall. L2. Placing ?recast Manhole Sec`.iors. -ha loints for the pr:ca=: concrete ma -;holes shat? be ,madF. of cement mortar consisting of ore Part _wo parts sand. The walls shall be constructed true to line and parade. as eYIab- k I:sl7ed by the Engineer. Mortar shall be placed on the groove OT t�-*e 'ower L sEi-ctior, of pipe prior to placing the n,�xt section of pipe. -�6e e^`.;re ioint shall be completely filled with mortar and troweled to a smooth L _ Manhole Invert, The invert or the nanhole shall be construe -ed it conformance with details shown or, the plans. The manhole invert shall prb'v de a smooth flow-through characteristic. No s' -a' -p ed -,es or rough sections which will tend to obstruct the "low of sewage will be permitted. Where a full " section of sewer pipe is laid through the manhole, the top shall be broken out as indicated on the plans and the exposed edge of the pipe shall be completely covered with mortar. All cement mortar used in the construction of ... the invert shall be trowaled smooth. 4. Manhole Rings and Covers. The cast iron. manhole - n;s a! -.d covers Lshall be installed on the tops of the manholes so as to positively prevent any infiltration of surface or g-oind water into the manholes. The manhole rings shallbe set so the tops of the covers are just flush with the-su-- c� Lof the adjoinir:L pavement or -round surface unless otherwise shown or, the plans or directed by the Engineer. LS, Manhole Extersion. The extensions shall be built as shown or the special details for manholes on the plans and to a height as determined by the Engineer. Extensions shall be added on man-oles in existing streets and drive- wa•—z- and where otherwise directed by the - seer. All rings shall be la;d straight and true. The mortar or grout s"all be of the same mater ;a' as _^,at used in Section 3.03-5, <, Hereinbefore. Ma_erials used shall be of the highest quality and equal _1 si '1a- materials spec"'ied in other sections. Ea` -al Connections, Stub p'pe sections from marholes skall be placed in the man!lc;E walls as indicated on the plans. Maximum length shall: be 3 feet outside the manhole wall. Pipe sections shall be grouted ir_o precast walls in, sucn a manner as to provide a wa`ertight seal between the ;na^hole wall and the pipe section. Invert channels w"--h-"n the manhole shall be cons_r.ucted in accordance with the typical details shown on the plans. Plugging of bell ends of stub sections shall be as specified hereinafter. b �. V I i LJ ].� -'Iuq�s, i'ermanen` plug; shai i 5e made of car,,-cte for ins- a! "p: :o- with rubber .1asket and caraL�lle of with;tandinc. internal o, cxlern.al a-ess::•e Lwithout leakage. L ManhoIe over Exisi;r.g over ex i st i ng Sewer l i nes sha 1 l pr o,. I de a 1 1 di ver = i o- je'..ger. ji-�e Corntrac_or t-e i ota' ions i nd i sated v � a 1 , - i et% a-:d per form a . 1 shall construct a- wori, ,-!eces ar _ marc e< - sewage flow ir the existinc =ewers during con-tec`io- to a-d rev}szo- o - exis,ing pipeline in the new manholes. ;;are mus, be e.Kercised -o _ ye a firm ar.r' adequate base ,a- s water � i g!-,t ,!oder 'he -ew raannol e. --e .,cw. - Itrcam, side o' the existir, -ewe- is !o be piugged wit`: concrete after -ne = ALJ has been diverted into tl-e new pipeline. 0. M easurcmert and Payment, Standard Manholes. Payment for standard manholes will include oar- ment for all work necessary _o construct the manholes cf the type direc'ed c,. the Engineer. payment for ~a-~-oles will be based on the price stated :-& Contractor's Proposal for Ea- o': es. No change will be made from the ma,^^c'e price regardless o* depth. =ayment will include compensation for sec--jo-s o- plugged pip:- stubbed out ` ^m certain -manholes, as shown on the plans, -,- connection to future sewer extensions. 62 +- Section 3.04. KWER iERViCE CONAEwANS A. Scope_ This 'ten includes :hie work and materials necessary to make the 4" aid 6" nt,:b ger.=ice connection=, including the 1`8 bend senior of pipe. 'o the main ;ewo- pipe at locations directed by the =r.g meer and as deta,led or. „,e ola B. Material. IN ^�_ The pipe stubs a -d 1,8 oerd shall be of -�o^rel-=orced concrete .� ewer pipe conforming to .ASTM ! 14-57 a5d shall be furiished with rubber gasket type joints. 4. 4ortar. The joints for the precast concrete marholes shall be made witk ement mDrtar consisting of ore part cement to two parts of clean, well- gradea sand which will pass a 118 -inch screen. Admixtures may be used not exceeding tKe following percentages by volume of cement: hydrated lime, 5 per cent; diatomaceous earth or other ivert materia?s, 10 pe- cent. The consistency of the mortar seal` be such that it will adnere readily to the pipe. No mortar shall be used when its incredients have been mixed for a period greater than, 30 W "u C. Workman-- i . The tap into the main sewer pipe may be f i e i d tapped or cast --in-place :,r` -en the main sewer pipe is manufactured. In tapping the sewer pipe, care must be taken not to damage the pipe beyond the limits of the tap. 't The location o* sewer service connections can normally be varied within a linear �- space of ten `eet along the pipe but when, specifically directed by the Engineer, the service connection will be made at a specific spot. The installation of the concrete sewer service pipeline as shown on the detail plans is to be done under Section 3.02 of these special specifications. The Contractor A cautioned to use extreme care in backfilling around the sewer service connection to assure a watertight joint when complete. The sewer service connection and its sww service pipe extension shall be included in the hydrostatic test of the ma" sewer pipe. Backfill shall not be done ural: t^e Engineer has made field measurements as to the exact °ocation of ea_r service connection for filing with the Owner's records. tiQ. Measurement and Payment. SeNer service connections will be paid for at the unit price bid per each size of connection required and installed as directed by the Engineer. Payment shall =7clude compensation for all work and materia specified he�-eir, and regjired for a complete installation. 63 U �•>•_ : ior: . C-. STREET SURFACE R, --?ATR I L A. 'Icepc. This item includes the work and material recassary to repla,_e the gra,,el a -d asp'-ialt pavement portion of the trenches and ad;-acer' `rave! ways 'hat ma. "ave been damaged directly or indirectly by any o the operatio~.s i r i d a " to this project. The work shall be done i r• accordarce w'--- =-_dard , "air -1gs For Sur face Repa i r as included mere; r. S. Ma--er als. Ali materials for the va-;ous types of surface repair `a''ed fo.- H-erein shall meet the requirements of the Standard Specifica.io�s `or �- �ijnway --onstruc:ion of the State of =dano Department of N ghways, 1;61 Edition. L C. W orkmanship. A11 workmanship for T,.*-:--yarlous types of surface-epa.1- called for herein shall meet the require-e-,ts of the Standard Spec,`'ca=-o-s fo~ =icnway Construction of the State of idaho Department of ;iighwajs =61 Edition. Attention is called to the Contractor that the ;,ravel base po-tion cl --e surface repair of the trench must be co-ordinated wi.h and accomplished conjunction with trench backfill and puddling. 6- D. Measurement and Payment. There shall be no separate payment for this item. Payment shall be made under the appropriate Bid Schedule item for the type of pipe being laid. b4 4: - I r u �., u u u u' .._ u u _ u u u u u _. ... 4 .� _ '_'i L L L1 L L i L ILI I L I L IL PI .�e t ion 3.06. CLEAN -OUTS R, 'cope. This item includes 'he work and materials necessary to -a'ke a: - J1 " clean-oUt. ircludin- the 1,8 bend sections of p'pe. }o the sewe- se-.=ce connection a= detailed or. the plans. B. Mater;al_. Tne pipe atuI- and ! 'n buds shal I be o= ,o^ -Tei -_ �:e�; CC) -C,,Cie sewer pipe conformi n-� to AS TN' 1 and shall be fur,.. i s' ed wi tr-_b--L_-e- ❑asl el type joints, 2. Mortar. The mortar shall be cf the same mater:al as That used Section 3.04 hereinbe`ore. C. Workmanship. The installatio~ o4 the clean-out as shown on the detail plans is to by done under Section 3.02 of these general spec-"icatiors and as described below. Close tolerance with plans and specifications, and with -inspection c•f uni`s. will be accorded these items, as they provide small diameters thro!,'n which cleaning and inspection of serer line mast be conducted. Since a small error in alignment could make either of these items virtually useless for their purposes, great care should be exercised by the.Contractor to insure required alignment and proper compaction to insure no settlement of structure. The Contractor is cautioned to use extreme care in backfillina_ around the clean out connection to assure no settlement and a watertight joint when complete. Backfill shall not be done ur:tii the Engineer has made field measure e,lts as to the exact location of each clean-out for filing with the Owner's records. D. Measurement and Payment. Clean -outs will be paid for at the unit price bid per each clean-oit required and installed as directed by the Engineer. Payment shall include compensation for all wark and mater'a' speci`Ved herein and required for a complete installation. bJ 0 r «k��h `a r{ a. M • c L'